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List of rcc-retaining-wall Tenders

List of latest rcc-retaining-wall Tenders in Indian Tenders. Click on any rcc-retaining-wall Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for rcc-retaining-wall Tenders.

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State Government

TRN :34422845 | 10 May, 2025

Tender Value : 12.07 Lacs

Garhwa - Jharkhand

Tender for construction of boundary wall with rcc retaining wall at the campus of iti bhandariya

Central Government/Public Sector

TRN :34412820 | 08 May, 2025

Tender Value : 42.94 Lacs

Visakhapatnam - Andhra Pradesh

Tender for provision of rcc retaining walls adjacent to prade ground road at coast guard complex, malkapuram visakhaptnam

State Government

TRN :34393570 | 14 May, 2025

Tender Value : 5.51 Lacs

Saharanpur - Uttar Pradesh

Tender for construction of cement concrete road and rcc retaining wall on the way to dumping ground.

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

Tender for tender for kareli - nurulla road to askari market road block c and block d housing scheme and nurulla road from mahavir chauraha to karamat ki chowki near sasur khedari river and also till the connecting road - clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per technical specification clause 201. 3 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of e-i-c. (by mechanical means). 4 i) cement concrete 5 ii) reinforced cement concrete/ r.b. 6 dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. bituminous / granular courses (by mechanical means) 7 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 8 removing all type of hume pipes and stacking within a lead of 1000 metres including t&p, earthwork and dismantling of masonry works. 9 (i) up to 600 mm dia 10 removal of telephone / electric poles / street light / lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 11 disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. note- item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 12 dewatering using 10hp to 70hp diesel engine pump set including hire charges, cost of diesel, engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (hire charges for diesel pump set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m 15 removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 m 17 ii) lead upto 8000 m 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. 19 mechanical means (depth upto 1.5 m) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - development of carriageway 23 stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cementitious additive @ rate of minimum 5 - 7% and ccs/cs additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. the additive spreader shall have variable working width sufficient to cover whole pavement lane. the in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. the resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. the entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandem roller be followed by pneumatic tyre roller. the minimum unconfined compressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 mpa after 7 / 28 days of curing as per irc-sp- 72-2015 , irc-37-2012 & 2018 . also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the gradation mixes and materials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipments to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drum compactor- grader- tandom roller- pneumatic tyreroller (20 tonne) 24 sami layerproviding and laying stress absorbing membrane interlayer (sami)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of claues 703-3, laid over a tack coat of paving grade bitumen 80- 100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface. 25 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (tack coat on bituminous surfaces ) 26 providing and laying 40mmthickbitumencarpete(b.c.) with 100-120 tph hot mix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading premixed with bitumen binder(vg-30) @ 5.40% of mix as per most specification clause. etc all comp of work. 27 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cement, admixtures in recommended proportions as per is: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cement up to 10% of the minimum specified cement content in design mix shall. be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 28 m.s. (tor steel or plain) in plain work such as rcc or rb work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. excluding gst (sor-504). 29 [d] bill no. 4 - pedestrian infrastructure (footpath) 30 sand filling in foundation trenches as per drawing & technical specification and as per direction of engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.) 31 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beam) 32 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 33 i) for grading-i material 34 plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications, pcc grade m30using batching plant transit mixer & manual placing(80 mm thickness) r & manual placingand giving broom finish. (pcc with broom finish thickness 80 mm) 35 providing and laying 75mm thick m-30 grade batch mix cement concrete and applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the engineer-in-charge. the process shall include the following:-the concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. these stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.after stamping, the curing shall be done as per manufactures specifications. after initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per theequirement. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.the construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (pu) polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this item which shall be paid separately.) 36 80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators made from ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. minimum 36 studs to be placed in 300x300 mm area. dimensions - 35mm outer dia x25mm inner dia, stem dia 8mmx12mm, weight - 28grm.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all complete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators made from ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 mm area. dimensions-280mm l x 35mm w x 4.5mm, stem dia 8mmx12mm, weight - 250grm all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all complete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to is : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer-in-charge 40 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (dsr-11.20) 41 providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of engineer-in-charge. (saucer drain along the road edge, curved kerbs at property entry/exit, curved kerbs at side roads) 42 providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 43 cc grade m20 using batching plant transit mixer & manual placing all complete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 46 i) for grading-i material 47 supplying and filling in plinth with sand under floors/in trenches, including watering, ramming, consolidating and dressing all complete with material (from source to site), labor and t&p etc. required for proper completion of the work. (including royalty). 48 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. (pcc) 49 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge.80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, markings and other road appurtenances 53 providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow ms tube posts/horizontal members/bracings covered with 1.63mm thick ms sheet. the sheet shall be fixed with 30x5mm ms flat by suitable welding/riveting. the panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. ms channel islc 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long ms angle 40x40x6mm bracing. suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the engineer-in-charge. the barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. the barricading shall not be removed without prior approval of engineer[1]in-charge.(note :- one time payment shall be made for providing barricading from start of work till completion of work i/c shifting. the barricading provided shall remain to be the property of the contractor on completion of the work). 54 reflective raised pavement markers (cat eye/ road stud) supply and fixing of raised pavement marker with made of plastic body of rpm/ road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-impact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable material approved by the engineer. the marker shall support a load of 13,635 kg tested in accordance with astm d4260. the reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be moulded of methyl methacrylate conforming to astm d788 of equivalent. the slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $q.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm the base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. in case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the engineer , at his own cost. the rate shall include all materials, labor, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge, 55 rpm with shank 56 solar power road marker the solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astm d4280. its color may be white, red, yellow, green or blue or combination as directed by the engineer. its water resistance shall meet the requirements of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. it shall have super bright leds so as the provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed performance in the temperature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all material, labor, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (m-20) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone grit with the proportion of (1:1.5:3)including all complete the work (morth ra-12.8 c, case-ii) 58 m.s. or iron work plain or tor for rcc work including cutting, bending, rivetting or welding etc. where necessary. excluding gst (s.i.no-504) 59 painting two coats on new concrete surfaces - painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 60 m.s. or iron work of heavy sizes section such as trusses, built up gates, record racks, roof work, gates etc. including rivetting or welding where necessary. excluding gst (s.i.no-503) 61 painting of m.s. grill with enamul paint etc all complete work. (s.i. 15.15 new item no.) 62 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting type-ivvide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm 6mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45cm 45cm60 cm, 60 cm below ground level as per the approved drawing. the retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained from international/ government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should be also obtained from indian condition within 3 years of launching ofproduct by the manufacturing abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirement from a reputed laboratory in india can be accepted provisionally. in such a situation , the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, numerals, and borders etc. should be as per mort&h specification 801.3.7. proof of the same in form of government reports shall be uploaded while quoting tender. 64 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 65 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 66 60 cm circular with diffinitation plate size (20cm x 60 cm) 67 80mm x 60mm rectangularwith diffinitation plate size (20cm x 60 cm) 68 60 mm x 45 mm rectangularwith diffinitationplate size (20cm x 60 cm) 69 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) 70 90 cm high octagon 71 direction and place identification signs up to 0.90 sqm size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/ client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. 72 direction and place identification signs with size more than 0.90 sqm size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. 73 providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per irc :67 74 brick masonry work in cement mortar 1:4 (1cement: 4 coarse sand) in foundation complete with cement concrete bricks procured from c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus.sor 2022 si no574 76 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready mixed premium acrylic emulsion paint (company depot tinted) having volatile organic compound (voc)less than 50 gm/liter and uv resistance as per is 15489:2004, alkali, & fungal resistance, dirt resistance exterior paint of required shade with silicon additive(for painting wall, street furniture) new work (two or more coats applied @1.43 liter/10sqm over and including priming coat of exterior primer applied @ 0.90 liter/10 sqm) 78 supplying and fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm x 25 mm and 1.6mm thick. length of bench should not be less than 6 ft (end to end of castiron support). 79 [h] bill no. 8 - utility and street light cabling 80 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(pcc below pipe of storm water, sewer, water, inspection chamber for storm water, telecom chamber, power chamber and sewer) 81 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (storm water, sewer) 82 600 mm dia rcc pipes 83 providing of 7- way 40mm multi ducts with solid permanently solidly lubricated silicone in inner layer for ict fiber cables conforming to astm f 2160, astm d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free from visual defects like blisters, shrink holes,flaking, scratches, groove lines & surface roughness. the color of the 7 nos. plb hdpe ducts shall be green, blue, yellow, brown, violet, grey , red for differentiation. outer sheet thicknessshall be 1.2mm +/-0.2mm. the inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(mm) of each of the ducts excluding rib height shall be 2.9mm +/- 0.3mm. iso requirements- iso 9001, 14001, 18001, complete as per specifications and directions of engineer-in-charge. (7 way multi utility duct for ofc) 84 supply of hdpe pipe of size 110mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.110mm dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.63mm dia hdpe pipe pn-6 class pe-100 86 rcc grade m20 using batching plant transit mixer & manual placing ( side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class b125 having minimum load capacity 125 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. 88 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class d400 having minimum load capacity 400 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. (storm water) 89 supply and fixing gully grates red 048 grh – 300 750mm d.i. gully grate & frame in d400 load class , as per bs en 124 black bitumen paint, all complete as per direction of engineer-in-charge. 90 constructing rcc rectangular type manholewith a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of m-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of damage 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 95 supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 96 mixing earth and manure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 100 uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 101 providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 102 preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of officer-in-charge. 103 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 104 providing and stacking of nauclea cadamba (kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cm in earthen pots of size 20 cm as per direction of the officer-in-charge. 106 providing and stacking of terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 107 providing and stacking of plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 113 providing and stacking of wedelia trilobata,full of leaves in 15 cm size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of earthen pot / plastic pot & as per direction of the officer-in-charge.. 115 providing and stacking of ophiopogon jaburan ( variegated ), full of variegated leaves in earthen pot/plastic pot of size 20 cm. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 mtr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p complete in all respect 120 supply and fixing of led street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. confirming to ip 66 protection complete in all respect. cat: aaa 121 supply and laying of 16 sq.mm. 4 core aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 making connection of each street light by s/l 1.5 sqmm frlsh copper wire complete as per direction of engineer in charge. 125 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 mtr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p completee in all respect. 126 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 127 supply and fixing for automatic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 amps mcb (b - curve) complete in all respect 128 supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 130 supply and laying of 32 mm x 6 mm g.i. strip from earth electrode directly in the ground as required complete in all respect. 131 supply/ erection of surface mounted decorative pole 4500 mm long having base plate 300x300x12 mm with the bottom dia 139 mm upto 1 mtr long with the thickness of 3.6 mm and the top dia is 76 mm upto 3.5 mtr. log. decorative pole made out of galvanized iron tube with cast aluminium embellishments. the poles are painted with polyturetnane paint. the pole have service window at the bottom on the pole for housing the mcb and terminal strips and as per attached drawings. 132 s/f of single arm decorative bracket 100 mm long made of cast iron/ aluminium embellishments painted with polyturetnane paint. 133 supply of led decorative drop down light made of aluminium housing fitted with polycarbonate diffuser having 500 mm dia with 70 w. 134 supplyandlayingof aluminiumconductorpvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core 135 supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 40 a tpn 136 supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 16 sq. mm 137 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 138 supply and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 140 part - b utility shifting (including gst) 141 converstion of lt overhead line by underground lt line 142 lt xlpe insulated cable of size 3.5x400 sqmm. 143 lt xlpe insulated cable of size 3.5x240 sqmm. 144 lt xlpe insulated cable of size 3.5x150 sqmm. 145 lt xlpe insulated cable of size 3.5x70 sqmm. 146 9 mtr long stp 147 hdpe pipe 140mm dia peb0, pn-6 148 hdpe pipe 120 mm dia peb0, pn-6 149 hdpe pipe 75 mm dia p880, pn-6 150 aluminium crimping lugs 400sqmm 151 aluminium crimping lugs 240sqmm 152 aluminium crimping lugs 150sqmm 153 aluminium crimping lugs 70sqmm 154 6 swg g.l. wire for earthing along cables. 155 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x400 sqmm. lt cable 156 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x240 sqmm. lt cable 157 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x150 sqmm. lt cable 158 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x70 sqmm. lt cable 159 main lt panel at sub station- 400 kva (type a-2)lncomer- 1 set of 800 amp. tp mccb with spreader & extended handlemetering on lncomer - 1 set of digital ammeter with ass- 1 set of digatal voltmeter with vss- 1 set of led type phase lndicating light (22.5 mm.)with control mcbsoutgoing- 6 set of 250 amp. tp mccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 amp. tp mccb with spreader & extended handle 160 main lt panel at sub statton- 250 kva (type a-2) lncomer- 1 no. 630 amp. tp mdo acb with inbuilt mpr release with i ontoff tnai.ating lightmetering on lncomer - 1 set of digital ammeter with ass- i set oldigital volt-meler wirh vss- 1 set of led type phase indicating light (22.5 mm.j with control mcbs outgoing - 5 set of 250 amp. tp mccb with spreader & exrended handle- 2 set of 100 amp. tp mccb with spreader & extended handle flnstallation oflt distribution boards for lt underground system (type a,b&cj) 161 supply , installation, testing & commissioning of outdoor type feeder pillar panetto be made of 2 mm crca sheet and covers will be j.6mm crca sheet dulypowder coated paint with 300 amps al. busbar. (type-b2)lncomer - 250 amp. tp mccb - 1 no.outgoing - 63 amp. tp mccb - 5 nos.lnstallation of lt distribution boards forlt underground system (type-a, b & c) 162 outdoor type feeder pillar panel to be made of 2 mm crca sheet and covers will be 1.6mm crca sheet duly powder coated paint with 300 amps al. busbar. [type-b3] incomer - 100 amp. tp mccb - 1 no. outgoing - 63 amp. tp mccb - 4 nos.lnstallation of lt distribution boards for lt qnderground system [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400mm with bus bar 100 amp. tpn to feed upto 10 houses (type c) 164 xlpe lt service armoured cable for single phase,2x6 sq. mm.(pvc armoured consumer service cablel 165 xlpe lt service armoured cable for single phase,2x10 sq. mm.(pvc armoured consumer service cablej 166 xlpe lt service armoured cable for three phase,4x10 sq. mm.[pvc armoured consumer service cablel 167 xlpe lt service armoured cable for three phase,4x1.6 sq. mm.(pvc armoured consumer service cablel 168 xlpe lt service armoured cable for three phase,4x25 sq. mm.(pvc armou[ed consumer service cable) 169 pvc pipe 32 mm dia 170 pvc pipe 50 mm dia 171 electronic kwh meter 1px2w with box. for single phase consumer 172 electronic kwh meter 3px4w static meter with box.for three phase consumer 173 carriage , laying of 3.5cx400 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 140 mm dia. 174 carriage, laying of 3.5cx150/240 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 1.20 mm dia. 175 carriage ,laying of 3.5cx70 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 75mm dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr alluminum paint for each pole.l 177 grouting of st pole 178 cartage , erection and dismentling charges 22% of materials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.mm xlpe 181 stp 11m-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 mm 184 hdpe pipe 160 mm dia pe 80, pn-6 185 service clamp o/s 186 clamp for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.mm xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.mm xlpe s/t 189 earthing complete. 190 m.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 mm with clamp 192 stone pad 193 number plates with clamp 194 danger board & clamp with bolts & nuts 195 stay complete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.mm size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 mm. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and dismentling charges 22% of materials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.mm. xlpe 33 kv 204 stp 11m-is 410 sp-55 205 g.l pipe 6 dia 206 m.s.top channel 100x50x2240 mm 207 hdpe pipe 200 mm dia pe 80, pn-6 208 service clamp o/s 209 clamp for fixing pipe to pole 210 bracing angle 65x65x6x4300 mm with clamp 211 33 kv cable jointing kit 3x300 se mm outdoor 212 33 kv cable jointing kit 3x300 se mm straight through 213 earthing of pole by ms earthing rod of 2ox25o0 mm & 6 swg earthr.ng wire etc. 214 m.s. nut & bolt with washer 215 number plates with clamp 216 danger board & clamp with bolts & nuts 217 stay complete (stay rod 15x1800mm, stay wire 5 kg,, stay clamp, boult & nut rvith grouting 218 daner bqard barbed wire includin jumpering 219 carriage , layrng of 3x300 sq.mm size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 mm. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and dismentling charges 22% of materials cost 224 installation of 250 kva transformer on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transformer 225 stp 11m-is 410 sp-55 226 ms channel 100x50x2240 mm 227 service clamp for round pole 228 m.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so m 230 ltxlpe insulated,unarmoured aluminium singlc corc cable,1x240sq. mm.sizc 231 lt xlpe insulatcd,unarmoured aluminium singlc core cablc,1x400 sq. mm.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod complet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpmo 236 d.d. wire 70 qs mm 237 250 kva t/f 238 l.t. cubical b0x complete 239 l,t. cable 3.50x240 sq mm 240 stay set complete, 241 aluminimum lug 70 sqmm 242 aluminimum lug 240 sqmm 243 aluminimum lug 400 sqmm 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and dismentaling of existing t/f 247 dismentling and cartage from site to store charges 7% (other misclenous charges)

corporations/Associations/Others

TRN :49020052 | 10 May, 2025

Tender Value : 10.53 Lacs

Kanpur - Uttar Pradesh

Tender for tender for construction of teen shade at vill driyapur block sumerpur hamirpur. - clearing of jungle including up rootingof trunkvegetarian grass bushetc dsr 2.32 2 earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:d.s.r code no-2.8.1 3 earthwork in cutting or filling in ordinary soil form 3k.m.i/c all complete work 4 sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.dsr.2.27 5 p/l in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 cement: 4 coarse sand (zone-iii) derived from natural sources:8 graded stone aggregate40 mm nominal sizederived from natural sources .d.s.r code no-4.1.8 6 m-150 brick work in 1:6cement & c. sand mortar in foundation and plinth…complete item. d.sr-6.1.2 7 12 mm cement plaster thick 1:4 cement and coarse sand fair side single and half brick wall including internal rounded angles chamfers and or rounded angles not exceeding 80 mm in grith and finished even and smooth. dsr no-13.4.1 8 providing and laying of 8 to 10 mm thick ivory or light shade vitrified tiles of 600 mm x600 mm size in flooring or skirt ing laid with 1:3 cement mortar (1 cement :3 coarse sand) finishing with cement slurry & with pigment grouting & polishing complete i/c supply of all materials, labour t &p required for proper completion of work. dsr .11.41.2 9 providing and laying in position specified grade of reinforcement cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement of r.c.c 1:1.5:3 with cement coarse sand .column t beam slab as dsr no-5.1.2 10 m.s (tor steel or plain ) in plain work such as r.c.c or r.b work including cutting / bending for proper shape as necessary including supply of all steel & wastage ,bend ,hook & authorised overlapping shall be measured … complete item.dsr 5.22.1 11 cement concrete floorig 1:2:4 ( 1 cement 2 coarse sand 4graded stone aggregate) finished with a floating coat of neat cement,including cement slurry,excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate dsr.11.3.1 12 steelwork inbuilt up tubular(round,square or ractangular hollow tubes etc)trusses etc including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer includingweldingand bolted with with special shaped washers etc all complete.dsr-10.16.2 13 s/f of ms j-hook 16 mm dia i/c all complete work 14 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(0.63 mm thick sheet) dsr.12.1.3 15 finishing walls with two coat ofpremium acrylicemulsion smooth exterior paint of best quality supply of all materials,labour and t&p etc dsr no 13.48.a.1 16 painting with synthatic eleamin paint of approved and manufactore of reqquierd colour to give an even shade. two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture dsr.13.62.1 17 s/f of 4x2.5 feet size granite stone at siteincluding writing etc complete in all respect

State Government

TRN :49020537 | 26 May, 2025

Tender Value : 4.90 Lacs

Ghaziabad - Uttar Pradesh

Tender for tender for work of making composite pit near mrf center in nagar panchayat patla - ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the engineer i/c with in a lead of 50m. 2 providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 3 r.c.c. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 bwg binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than m-200.same as above but for thelighterbeams i.e. having spans upto 6 m. (using 1:1.5:3 mix concrete) 4 r.c.c. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 bwg binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than m-200.but inr.c.c.raft foundation and footingwithapproved stone ballast.(using1:1.5:3mix concrete) 5 r.c.c. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 bwg binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than m-200.but incolumn withapproved stone ballast.(using1:1.5:3mix concrete). 6 class m-150 brick work in 1:4 cement coarse sand (of 2.20 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 7 pcc (1:2:4) cement c sand with 20mm gauge approved stone ballest including. supply of all material,labour and tool and plants etc.s.i 279(a) 8 class-150 brick work in 1:4 cementand coarse sandmortar in super structure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 9 m.s. steel or plain work such as r.c.c or r.b. work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wastages, bend hooks and authorised overlapping shall be measured. s.i.no. 504 10 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 coarse sand. 11 mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (no material shall be issued by department) 12 supply and fixing of galvanized corrugated iron roofing in position including supply of all materials, labour, tools & plants etc required for proper completion of work and including wastage. 0.80mm thick 13 painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as luxol3,hi-gloss apcolite superlac, dulux specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. for steel surface. 14 add gst 18%

State Government

TRN :49022392 | 13 May, 2025

Tender Value : 31.44 Lacs

Gangapur - Maharashtra

Tender for providing electrical installation in, premises street light, water pump and fire extinguisher for the newly constructed zilla parishad primary health center (p .h .c)main building (g.f+f.f) [under scheme d.p.c. (general) year 2022-23, 34512595 construction expantion & m/ce & repairs of p.h.c/ phsc) at village,lasur stationtq. gangapurdist. chhatrapati sambhajinagar.= 1 supplying and erecting 25 mm dia. corrugated flexiblepolypropyleneconduit 2 supplying anderectingpvctrunking (pvccasing-n-capping)ofsize25 mm with accessorieson wall/ceiling as per specification no: wg-ma/con. 3 supplying anderectingpvctrunking (pvc casing-n-capping)ofsize20 mm with accessorieson wall/ceiling as per specification no: wg-ma/con. 4 supplying anderectingpvctrunking (pvccasing-n-capping)ofsize32 mm with accessorieson wall/ceiling as per specification no: wg-ma/con. 5 supplying anderectingpvctrunking (pvccasing-n-capping)ofsize40 mm with accessorieson wall/ceiling as per specification no: wg-ma/con. 6 supplying and erecting mains with 2x1.5 sq.mm frlshcopperpvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places as per specification no: wg-ma/bw 7 supplying and erecting green earth wire 1x1.5 sq.mm frlshcopperpvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places as per specification no: wg-ma/bw 8 supplying and erecting mains with 2x2.5 sq.mmfrlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 9 supplying and erecting green earth wire 1x2.5 sq.mmfrlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 10 supplying and erecting mains with 4x2.5 sq.mmfrlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 11 supplying and erecting mains with 2x4 sq.mm frlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 12 supplying and erecting mains with 4x4 sq.mm frlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 13 supplying and erecting green earth wire 1x4 sq.mm frlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 14 supplying and erecting mains with 4x6 sq.mm frlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 15 supplying and erecting pvc insulated pvc round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi strandedcopper industrial cable for voltage grade up to 1.1 kv 16 supplying and erecting pvc insulated pvc round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi strandedcopper industrial cable for voltage grade up to 1.1 kv 17 supplying and erectingceiling rose / batten holder / slanting holder / hanging cord switch / hanging bell push / pendant holder bakelite base 6a. erected on filled polypropylene board or polished double wooden block/ pvc junction box. 18 supplying and erectingmodular type switch 6a / 10a duly erected on provided plate and box with wiring connections complete. 19 supplying and erectingmodular type switch 16aduly erected on provided plate and box with wiring connections complete. 20 supplying and erectingmodular type bell-push with indicator 2 modules 6a / 10a, duly erected on provided plate and box with wiring connections complete. 21 supplying and erectingmodular type 3 pin 6amultisocket with safety shutter, duly erected on provided plate and box with wiring connections complete. 22 supplying and erectingmodular type 3 pin 6 / 16amultisocket with safety shutter,duly erected on provided plate and box with wiring connections complete. 23 supplying and erectingmodular type (two module) electronic step regulator for fan, duly erected on provided plate and box with wiring connections complete. 24 supplying and erecting modular type blanking plate one module, duly erected on provided plate & box. 25 supplying and erecting pvc surface modular switch box with double mounting plate for 2module duly erected. 26 supplying and erecting pvc surface modular switch box with double mounting plate for 3module duly erected. 27 supplying and erecting pvc surface modular switch box with double mounting plate for 6module duly erected. 28 supplying and erecting pvc surface modular switch box with double mounting plate for 12module duly erected. 29 supplying and erecting 16 / 20 / 25 a starter (modular range) 2 module for ac unit on provided box complete & duly concealed with necessary material and connected. 30 point wiring for light/bell/exhaust fan in pvc trunking (casing-capping) with 1.5 sq.mm (2+1e) frlsh grade copper wire, modular type switch, earthingand required accessories as per specification no: wg-pw/sw 31 point wiring for ceiling fan in pvc trunking (casing-capping) with 1.5 sq.mm (2+1e) frlsh grade copper wire, modular type switch, earthingand required accessories as per specification no: wg-pw/sw 32 wiring for plug on board withswitch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification no: wg-pw/cw 33 supplying and erectingled square / circular max. 11 w down lighter/panel light having pressure die-cast aluminium housing,polystyrene diffuser havingsystem lumens output of min. 1200 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%,thd<10%, p.f. >0.95, operating range of120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50,including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 34 supplying and erectingled square / circular max. 14 w down lighter/panel light having pressure die-cast aluminium housing,polystyrene diffuser havingsystem lumens output of min. 1500 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%,thd<10%, p.f. >0.95, operating range of120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50,including driver,having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 35 supplying and erectingled square / circular max. 18 w down lighter/ panel light having pressure die-cast aluminium housing,polystyrene diffuser having system lumens output of min. 2000 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%,thd<10%, p.f. >0.95, operating range of120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50, including driver,having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 36 supplying and erectingledpanel light(600mm x 600mm) max. 30 whaving crca powder coated housing,polystyrene diffuser havingsystem lumens output of min. 3600 lumens, min. efficacy of 120 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%,thd<10%, p.f. >0.95, operating range of120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50including driver,having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 37 supplying and erecting anodized aluminium corridor / passage / mirror light led fitting (2 feet) max. 12wwith high transitivity diffuser with min. system lumens output of 1200 lumens, min. efficacy of 100 lumen/w, cri>80, cct upto 6000k, beam angle of 110 deg., ripple<5%,thd<10%,p.f. >0.95, operating range of200-270v, surge protection of 2 kv, life class of 50,000 hrs. at l70b50, including driver with end caps on provided pvc block / wooden board with 3 years warranty. 38 supplying & erecting inverter led batten 10w tube light fitting with polycarbonate housing, heat sink, integrated hf electronic driver, min. 2600 mah lithium ion battery with charging time of 8-10 hours and backup time of min. 3 hrs. with minimum 25% of initial watts having luminous efficacy of 100 lumen/watt,cri>80, cct of 6500k and thd<=20% havinguseful life of minimum 25000 hrs. with overheating protection with 2 years warranty. 39 supplying & erecting inverter led batten 20w tube light fitting with polycarbonate housing, heat sink, integrated hf electronic driver, min. 2600 mah lithium ion battery with charging time of 8-10 hours and backup time of min. 3 hrs. with minimum 25% of initial watts having luminous efficacy of 100 lumen/watt,cri>80, cct of 6500k and thd<=20% havinguseful life of minimum 25000 hrs. with overheating protection with 2 years warranty. 40 supplying and erecting ding dong / electronic musical type call bell with heavy duty coilsuitable to operate on 230v a.c. supply erected on polished double wooden block/sunmica block of suitable size. 41 supplying and erecting integrated led street light fitting26 to 30w ip65 & ik08 class having single piece pressure die-cast aluminium housing ,having system lumens output of min. 2600 lumens, min. efficacy of 100 lumen/w, cri>70, cct upto 6500k, thd<10%, p.f. >0.95, operating range of140-270v, inbuilt surge protection of 10 kv, life class of 50,000 hrs. at l70b50,including driver complete with 3 years warranty as per specification nofg-odf/fls2. 42 supplying and erecting integrated led street light fitting 40 to 50w ip65 & ik08 class having single piece pressure die-cast aluminium housing,havingsystem lumens output of min. 4400 lumens, min. efficacy of 110 lumen/w, cri>70, cct upto 6500k,thd<10%, p.f. >0.95, operating range of140-270v, inbuilt surge protection of 10 kv, life class of 50,000 hrs. at l70b50, including driver complete with 3 years warranty as per specification nofg-odf/fls2. 43 supplying and erecting integratedled street light fitting 100-110w ip65 & ik08 class having single piece pressure die-cast aluminium housing,havingsystem lumens output of min. 11000 lumens, min. efficacy of 110 lumen/w, cri>70, cct upto 6500k, thd<10%, p.f. >0.95, operating range of140-270v, inbuilt surge protection of 10 kv, life class of 50,000 hrs. at l70b50,including driver complete with 3 years warranty as per specification nofg-odf/fls2. 44 supplying & erecting integral post top lantern fixtures (mushroom type) suitable for led lamp upto 12 w consisting of clear acrylic top cover, cast aluminium pole cap complete with accessories on provided pole /bracket as per specification no. fg-odf/ptl 45 supplying and erecting street light wall bracket made from 40 mm. dia ‘ g.i. pipe 1.2 m. in total length complete as per specification no. fg-bkt/wb 46 supplying & erecting 3w, 230v integral type led lamp suitable for b-22 / e-27 base.(night lamp) 47 supplying and erecting regular/ standard model ceiling fan of 900 /1050 mm. sweep complete erected in position as per specification no. fg-fn/cf 48 supplying and erecting bracket fan 400 mm. sweep a. c. 230 volts 50 cycles 1350 rpm. oscillating type, plastic or metal blades chrome plated guard with speed regulator and moisture proof treatment to winding and with ‘e’ class insulation. 49 supplying and erecting fresh air cum exhaust fan of light duty 250 v a.c. 50 cycles 300mm. 1400 rpm rust proof body & blades, wire mesh, duly erected, complete. 50 supplying and erecting exhaust fan heavy duty 230 v a.c. 50 cycles 375/380 mm. 1400 rpm complete erected in position as per specification no. fg-fn/exf 51 supplying and erectingenergy saving ceiling fan 230 v a.c. 50 cycles 1200 mm complete erected in position as per specification no. fg-fn/cf 52 supplying and erecting fan hook of 10 mm. m.s. round bar grouted in rcc slab with making the site as original. 53 providing recess in brick wall suitable for erection of exhaust fan up to 450mm. sweep complete with grouting of nut, bolts, plastering and colour washing to match the colour of the wall for the wall thickness of 225 mm. 54 supplying & erecting 22 swg g.i sheet metal cawl sector shaped with 25 x 25 x 3 (mm) angle iron frame, metal mesh to avoid birds entry with necessary material, suitable for exhaust fan of 400 mm as per specification no fg-fas/msc 55 supplying and erecting midget type 3.0 litres instant type water heater of rustproof & shockproof abs plastic body, high grade ss inner tank & 3kw heating element with corrosion & hard water protection, with minimum 3 safety protections (i.e. thermostat & thermalcut-out, function valve) complete with 6.5 bar pressure withstanding capacity 230/250v, 50hz, a.c. supply with inlet and outlet, with 3 core pvc flexible copper wire leads duly tested and marking sr. no. and date of erection complete. 56 supplying and erecting chromium plated heavy duty brass stop cock for inlet pipe of water heater (15mm. dia). 57 supplying & erecting 15mm brass non return valve for inlet pipe of storage water heater. 58 providing fiber reinforced pvc flexible pipe upto 1m length with brass locking nuts and washers and clips at both ends suitable for hot water and cold water both (1 set of 2 nos.) complete. 59 supplying, installing, testing & commissioning split type variable speed invertertechnology with minimum 3 to 1 convertible mode for compressor, room air conditioning unit 1.3tr to 1.6tr capacity having iseer minimum 3.8 to maximum 4.39 suitable to operate on 250v, 50 hz, a.c. supply having 1 no of air handling unit hi-wall/floor mounting type complete with refrigerant r32 having copper condenser, minimum 2.5pm filter, self diagnosis feature, stabilizer free operation & temperature display on indoor unit, noise level maximum 50dba at position as per specification no. apac/ wac 60 supplying, installing, testing & commissioning split type variable speed inverter technology with minimum 3 to 1 convertible mode for compressor, room air conditioning unit 1.7tr to 2.0tr capacity having iseer minimum 3.8 to maximum 4.39 suitable to operate on 250v, 50 hz, a.c. supply having 1 no of air handling unit hi-wall/floor mounting type complete with refrigerant r32 having copper condenser, minimum 2.5pm filter, self diagnosis feature, stabilizer free operation & temperature display on indoor unit, noise level maximum 50dba at position as per specification no. apac/ wac 61 supplying & erecting seamless outside & inside, smooth, dry and clean copper pipe with rohs compliant suitable for refrigerant having 22swg thickness and inner dia/size 12mm complete. 62 supplying & erecting seamless outside & inside, smooth, dry and clean copper pipe with rohs compliant suitable for refrigeranthaving 22swg thickness and inner dia/size 16mm complete. 63 supplying, erecting, testing and commissioning self contained water cooler 230/250v 50hz nominal cooling capacity of 80 litres per hour and storage capacity 120 litres with partially stainless steel body as per specification no. ap-wcr/wc 64 supplying, erecting, testing and commissioning self contained water cooler 230/250v 50hz nominal cooling capacity of 150 litres per hour and storage capacity 150 litres with partially stainless steel body as per specification no. ap-wcr/wc 65 supplying and erecting ultra violet storage type water purifier (ro+uv+uf) with softener for safe drinking water consisting of uv germicidal tube of 8w capacity choke made of copper wire and two indicator lamps with output of purified water minimum 0.33 litre/min with activated carbon filter and softener operating on 230v, single phase a.c. supply with uv fail & filter change indication system .(for tds more than 200) 66 supplying, installing, testing and commissioning of single phase, 230v, 50 hz, 1400 to 1600va digital pure sine waveinverter with backup time of ........ hrs. based on insulated gate bipolar transistor (igbt) technology completeas per specification no.ap-inv 67 supplying and erecting 12v/180ah tubular battery with battery terminal wire, duly charged with 36 months warranty complete 68 supplying and erecting fully automatic line voltage stabilizer buck and boost type for operation on input voltage 160-270v and output voltage 200-250v rated for 3kva maximum load and with voltmeter, selector switch, 6a/16a flush type 3 pin socket for output and with 3 core copper flexible cord and 3 pin 6/16a plug top with overload & short circuit protection complete. 69 supplying and erecting switch disconnector fuse (sdf) switch 415v, 100a,open execution, four poleac23 a rated with terminal shrouds on both sides and phase barriers along with telescopic shaft for depth adjustments and door interlock and padlock complying to is/iec 60947-3 part-1/3hrc - din type fuse, insulation voltage 1000 vfor enclosing in panel with rotary handle for on / off operation (without hrc fuse) 70 supplying & erecting three phase, 415v, street light control panel up to the max load of 6kw, tpn mcb 40a,powder coated crca 14 swg sheet, outdoor type, having ip54,ik10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up,auto/manual selector switch, on/off push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation, with overcurrent, short circuit, earth fault protectionon provided iron frame / cc foundation. 71 supplying, erecting & marking spmcb 0.5a to 5a, c-series with rated short - circuit breaking capacity (icn) 10kain provided distribution board as per specification no. sw-swr/mcb 72 supplying, erecting & marking spmcb 6a to 32a, c-serieswith rated short - circuit breaking capacity (icn) 10ka in provided distribution board as per specification no. sw-swr/mcb 73 supplying, erecting & marking spmcb 6a to 32a, b-series with rated short - circuit breaking capacity (icn) 10ka in provided distribution board as per specification no. sw-swr/mcb 74 supplying, erecting & marking dpmcb 6 a to 32 a, b-series with rated short - circuit breaking capacity (icn) 10ka in provided distribution board as per specification no. sw-swr/mcb 75 supplying, erecting & marking tpmcb 6a to 32a, with rated short - circuit breaking capacity (icn) 10ka in provided distribution board as per specification no. sw-swr/mcb 76 supplying, erecting & marking tpmcb 40a to 63a, with rated short - circuit breaking capacity (icn) 10ka in provided distribution board as per specification no. sw-swr/mcb 77 supplying, erectingand marking double pole isolator only switch version of miniature circuit breakerof40awith required wiring connections and lugs etc. in provided distribution board. 78 supplying, erecting and markingfour pole isolators only switch version of miniature circuit breakers of 40a in provided distribution board. 79 supplying, erecting and markingfour pole isolators only switch version of miniature circuit breakers of 63ain provided distribution board. 80 supplying&erectingtriplepole and neutral distribution board (tpndb), sp/tp mcbs total 4 ways /12 poles, with door, 1.2mm thickness surface/flushmounted, ip 43 protection on iron/gi frame (vertical busbar type) as per specification no. sw-swr/mcbdb 81 supplyingand erecting single pole and neutral distributionboard (spndb), with 2 ways for incoming and 6 ways (6 poles) for outgoing sp mcbs, with door, 1.2mm thickness surface / flush mounted, ip 43 protection on iron / gi frame as per specification no. sw-swr/mcbdb 82 supplying & erecting crca sheet metal one way enclosures of 1.2mm thickness suitable for dp mcb /tp mcb/fp mcb/rccb/rcbo complete erected on angle iron/gi frame. 83 supplying & erecting triple pole and neutral distribution board (tpndb), 3 pole/4 pole mccb as incomer & outgoing sp mcb (36 poles) or tp mcb of 12 ways (36 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/gi frame (vertical busbar type) as per specification no. sw-swr/mcbdb1 84 providing & erecting 4 pole mccb, 415 v, 100a, rated short-circuit breaking capacity 25 ka (ics=100% of icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/uv/trip alarm contact.mccb with phase barriers on both sides, insulation withstand capacity 800v, no line-load bias in provided enclosure/panel as per specification no. sw-swr/mccb (rate of 3 pole mccb +20% for 4 pole mccb= 5309x20%+5309=6370.80) 85 supplying and erecting cupboard for enclosing switchgears orforany other purposemadefromselected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (size of cupboard 0.5x1x2+0.5x1x2+1x1x2= 4 sq.mtrs.) 86 supplyinganderectingiron, sheet metal work consisting of crcasheets, varioussectionsofiron,plates, chequeredplates,rods,bars,mspipes,etc. forpanel board or any other purpose with bending, cutting, drilling and welding completeerectedatthepositionwith necessarymaterialsdulypaintedwith one coat of red oxide and two coats of enamelpaint to match the switchgears or as per directions by the authority. ( 50x50x4mm angle @ 3.4 kgs x 6 mtrs.= 20.40 kgs i,e 20 kgs. 87 supplying and erecting 525 v 3 phase, 50 hz., mpp type capacitor having minimum overcurrent capacity of 1.8 in,peak inrush current capacity 300 inand minimum life 150000 hourskvarbank of all polypropylenecondensers (app)withthestandard capacities of 2, 3, 5, 7, 10, 12.5 and 15 kvarunitsofp.f. correctionforoperationon 3 phase 50 hz. with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and providedwithterminalcoverbox completeerected onprovidediron bracketoronfloordulytestedby licensee.( original p.f=0.8 desired p.f = 0.95 for this multiplying factor is 0.421. so 0.421 x 46.440 = 19.55 i.e 10 kvar x 2= 20 kvar) 88 supplying, erecting & terminating fr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 2 core 6sq. mm. aluminium conductor completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. cb-lt/al 89 supplying, erecting & terminatingfr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 3½ core50 sq. mm. aluminium conductor completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. cb-lt/al (double run) 90 supplying, erecting & terminatingfr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 4 core6sq. mm. aluminium conductor completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. cb-lt/al 91 supplying & erecting g.i. pipe‘a’ class 50 mmdia.erectedfor enclosingxlpearmouredcable on wall/poleas per specification no. cb-ce 92 supplying andlaying (including excavation of suitable width & depth up to 90 cm) 50 mmoutside dia. double wall corrugatedpipes(dwc) ofhdpe for enclosing cable below ground/road surface, to required depth complete. 93 supplying and laying (including excavation of suitable width & depth up to 90 cm) 75 mmoutside dia. double wall corrugatedpipes (dwc) ofhdpe for enclosing cable below ground/road surface, to required depth complete. 94 supplying & erectingcast iron cable indicatorplate buried along with route of cable for pvc / xlpe armoured cableas per specification no. cb-cip 95 supplying & erecting frp box of size 150mm x 125mm x 100 mm, 2.7 mm thickcomplete on pole/wallas per specification no. cb-sb 96 providing & erecting 8 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 135 mm a/f, top 70 mm a/f on provided foundation as per specification no. oh-pl/opl 97 providing and erecting galvanised 1000mm single arm sword type bracket with frp dome and ball as per specification no. oh-pl/pbkt 98 providing and erecting galvanised 1000mm double arm sword type bracket with frp dome and ball as per specification no. oh-pl/pbkt 99 providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results asper specification no. ea-ep 100 providing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results asper specification no. ea-ep 101 providingpipetype earthing with 40mm. dia. g.i. pipe or 20 mm dia. g.i. rodcomplete with all materials testing and recording the results as per specification no. ea-ep 102 supplying and erecting gi strip of required size used for earthing on wall and/or any other purpose with necessary gi clampsfixed on wall painted with insulating and non-corrosive bond with requiredjointsas per specification no. ea-ep.(25x3mm strip. perpole 1.5 mtrs. so for 13 poles 13nos.x1.5mtrs.= 19.5 mtrs. weight of strip @0.590kgs/mtr. so 19.50mtrs.x0.590kgs.=11.51 kgs.) 103 supplying and erecting minimum three & above star rated 1 phase, 230 v, 50 hz, submersible pump set of 1.5 kw/2hp suitable for erection on open well, pump having delivery head from 29to 7 m and discharge from 30 to 600 litres. . per minute& pipe of suction 50 mm/delivery 50 mm diameter erected with necessary h type clamps as per specification no. wp-osp 104 supplying & erecting flat flexible 3 core 4 sq.mm pvc sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. 105 supplying & erecting automatic control panel for 1 ph, 230 volt, a.c. submersible/centrifugal pump set up to 3 hp consisting of dol starter of suitable relay range s.p.p., combined ammeter/ voltmeter, phase indicating lamp enclosed in crca powder coated vibration proof enclosure with ip 54 protection. 106 supplying & erecting carbon dioxide (co2) fire extinguisher of 4.5 kg. capacity cartridge type conform to is 2878 /15683 complete erected with necessary clamp made from 50 x 6 mm. m. s. flat with nut & bolts routed in wall complete. 107 making cement concretefoundationin 1:3:6 cement concrete,(20 to 25) mm. stone metal duly plastered with necessary curing forcomplete. (02x02x02 foundation for main control panel stand and for street light control panel 0.2x0.2x0.2mtr.=0.16 cu.mtrs.) 108 makingm- 20 grade reinforced cement concretefoundation by considering the safe soil bearing capacity at site as 10 t/sq.mat 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 6m to 8m high octagonal /conical gi pole). 109 supplying and erecting isi mark gi pipe 50 mm dia.‘b’ class at position with accessories complete as per specification no. cw-plb/gp. 110 supplying and erecting high density polythene pipe isi mark 50 mm. dia. suitable for pressure of 6 kg. / cm2 connected tojet/submersible pump with required material complete. 111 supplying and erecting 50 mm dia. gun metal sluice valve at position with necessary materials complete. 112 supplying and erecting non return valve 50 mm dia in position made of gun metal complete. 113 lum sump provision towards service connection charges1 no.3 phase @ rs. 55000/-/per total rs.55,000/-

State Government

TRN :49024279 | 14 May, 2025

Tender Value : 0

Firozabad - Uttar Pradesh

Tender for tender for repair work in government high school niyamatpur firozabad under alankar yojana - dismantling doors and windows leaves including chaukhats but excluding hold fasts and including stacking of materials as directed by engineer-in-charge within a distance of 60 meters (200 feet) ch-17 -si no. 15 (705) 2 dismantling existing plaster including disposal of refuse as directed by engineer-in-charge within a distance of 60 meters. ch-17 -si no. 16 (706) 3 earthwork in excavation in trenches for foundation pipes cable etc. in ordinary soil, including lift upto 1.5 m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth including all labour, t&p etc. for proper completion of work, as directed by engineer incharge. (si. no. 251) 4 class-150 brick work in 1:3 cement and coarse sand of 1.25 fm mortar in super structure including necessary moulding and cutting of bricks as required including supply of all materials, labour and t&p etc. required for proper completion of the work thickness of wall of half brick thick.ch-6 -si no. 2(6.1) 5 providing and laying in cement concrete 1:1.5:3(1cement:1.5 fine sand:3 graded brick aggregate 20 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 6 providing and laying in cement concrete 1:4:8 (1cement:4fine sand:8graded brick aggregate 40 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 7 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) door chaukhats above 1.5 sq.m. and upto 5 sq.m. 8 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) window chaukhats above 1.5 sq.m. and upto 5 sq.m. 9 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) ventilator chaukhats above 1.5 sq.m. and upto 5 sq.m. 10 provinding and fixing glass panes with putty and glazing clips in steel doors, windows,clerestory windows all complete with : 4.0 mm thick panes.ch-9 -si no. new(14) 11 mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. ch-10 -si no. 2, (503) 12 mild steel and iron work of small size and section such as holding down woods, hold fasts tierods, grating, etc. (when not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. ch-10 -si no. 3, (502) 13 providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.with out base concrete ch-14 -si no. 24 (11.41) same as above but for 600x600mm size. 14 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead : ch-13 -si no. 18(14.1) (b) with cement mortar 1:4 (1cement: 4 coarse sand) 15 12 mm cement plaster 1:4 (1 cement and 4 finesand) in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angels chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. no extra for mixing any additive. (ch. 13 item no. 13.4 newly surface. 16 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no. 19.29 17 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no.662 18 providing & applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. ch. 15 item no. 31-new 19 one priming coat & two coat oil distemper on new work including supply of all materials, labour, t&p etc. required for proper completion of work. paint to be used should confirm isi no. 103-1950. (si. no. 9+10-682) chapter -16 20 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 ,2-19.29 +3-642) 21 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 si no 3-642 ) 22 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests. 23 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require: white vitreous china wash basin size 630x450 mm with a pair of 15 mm c. p. brass pillar taps 24 supply & fixing of 11 cm (4) internal dia. pvc down pipes complete with rosehead, bends and gratings & including supply of necessary m.s. clamps 2.5cmx 3 mm1x 1/8) fixed to walls, with & includiug supply of 15cm (6) long 6 mm(1/4) dia. nails & including supply of all material labour and t&p etc. required for proper completion of the work & also including repair of plaster,pointing etc. if damaged during fixing of pipes. details of 30 length. toilet waste water 25 note - 1. cost of maintenance of road for five years will be paid as per g.o. no. 17/2024 sa-113/23-1-2024-23-1099/113/2023 date 16-01-2024 2. the departmental road roller if spare, shall be made available to the contructior at site @ rs. 2500 per day shall be made from contractors bell for idle period 3.payment of maintenance shall be made as per final execution of civil work wich may vary from the boq.

Government Departments

TRN :49027956 | 21 May, 2025

Tender Value : 8.31 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-3 tajganj room no. 70 rampu hut in madhunagar hastinapur from kalyan to jagdish and bharat house c.c. flooring construction work - earth work in filling in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 8km. form the foundation trenches including royalty@ 9.00 per cum. (chapter no.4 pwd.sch.-253(a)+ cptr no. 3 1 to 8 km.) 2 providing and laying cement concrete in 1:5:10 (1 cement :5 fine sand 10 graded stone aggregate 40mm nominal size)and curing complete, including cost of form work in foundation and floors. (5-chapter pwd.si.-01) 3 providing and laying cement concrete in 1:2:4 of not less than strength of m-150 stone grit (20 mm nominal size) approved coarse sand and cement. curing complete including of cost of form work in foundation and floors.(5-chapter si.no.279(a))pwd shedule 4 class-150 brick work in 1:4 cement and coarse sand, mortar in foundation and plinth including supply of all materials, laborand tools and plants, etc. required for proper completion of the work. ( chapte no. 06 s.i. no. 2) 5 12mm thick cement plaster in single coat of fair side of single of half brick wall forinterior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. no extra for mixing any additive.(c) 1 cement : 4 coarse sand.(chapter no. 13 s.i. no.-582(ii))pwd shedule 6 raising & re-fixing of the manhole including cleaning and brick work etc. all complete. (non scheduled) 7 supply & fixing r.c.c menhole cover heavy duty size etc. all complete. (non scheduled) 8 r.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in r.cc slab supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. strength of the concrete shall not be less than m-150.(5-chapter s.i. no.-284) pwd sheduled 9 mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(chapter no. 10 s.i. no. 504(b)) 10 cartage of malva including up to 8km. distance loading & unloading etc. all complete. (none scheduled) 11 supply & fixing graniteboard 2.5x4 size display board including painting, lettering etc. all complete. (none schedule) 12 sub total (a) 13 add/deduction rs. for estimate figure amount match 14 grand total

Government Departments

TRN :49028128 | 21 May, 2025

Tender Value : 4.06 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1 ward no.-78 motiganj galla mandi main culvert construction along with floor repair work. - excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30m form the foundation trenches. (rate including royalty of earth also) (4-chapter s.i.no.- 251) 2 providing and laying cement concrete in 1:5:10 (1 cement :6 fine sand 12 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-chapter s.i. no. 01) 3 class-150 (non modulao brick work in 1 :4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work (cp-6 s.i. no. 02) 4 rcc work providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - all work up to plinth leuel:1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)(5-chapter s.i. no.-8) 5 mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level.(b) 10mm to 12mm tor. (chapter no. 10 s.i. no. 504(b)) 6 12mmcement plaster in single coat on rough site of single of half brick wall for interior plastering up to floor to levelincluding internal rounded angles not excluding 80mm in girth and finished even and smooth.(b) 1cement : 6 coarse sand.(chapter no.13 si.no. 1) 7 mild steel of iron in heavy size such as trusses built up gates record reck, roof work gates etc. brought to required form including drilling holes revitting are welding where neccesary, and also including supply of steel bolts , nuts wastage etc. and there fixing required for completion of the work. 8 cartage of ballast, kankar, coal, grit or sand etc, including loading and unloading but excluding stackings on pucca roads.(chapter no.3si.no.8)8km. 9 providing and laying cement concrete in 4:2:1 of not less than strength of m-150 stone ballast (2 cm. nominal size) approved coarse sand and cement. curing complete including of cost of form work in foundation and floors. (5-chapter s.i.no6) 10 sub total 11 add/deduction rs. for estimate figure amount match 12 grand total

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