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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)

Central Government/Public Sector

TRN :48550017 | 14 May, 2025

Tender Value : 139.19 Crore

Dhanbad - Jharkhand

Tender for construction of 144 units (stilt plus 12) of type-ii (3 block) and 96 units (stilt plus 12) of type-iii (2 block) i/c internal water supply, sanitary installation, drainage, sewerage, stp (250 kld), external water supply, u.g. tank (550000 liter), storm water drains, roads & paths, internal e.i. & fans, wet riser system, fire alarm system, ups system, cctv system, hydro pneumatic water supply system, substation equipments, dg set, illuminated signages, street lighting, lifts, horticulture & landscaping, transplantation of trees and other development work & bulk services (civil & electrical) in main campus at iit(ism) dhanbad.

Central Government/Public Sector

TRN :48475497 | 17 May, 2025

Tender Value : 37.70 Crore

Jaipur - Rajasthan

Tender for tender for provision of klp (ph-ii of two phases) for engr regt at jaipur mil stn; 1 lump sum price worked out by the contractor for building worksas listed in schedule ‘a’ part-i representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 2 lump sum price worked out by the contractor for internal water supply as listed in schedule ‘a’ part-ii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 3 lump sum price worked out by the contractor for internal electrificationas listed in schedule ‘a’ part-iii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 4 lump sum price worked out by the contractor for road, path and culvertas listed in schedule ‘a’ part-iv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 5 lump sum price worked out by the contractor for sewage disposalas listed in schedule ‘a’ part-v representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 6 lump sum price worked out by the contractor for area drainage as listed in schedule ‘a’ part-vi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 7 lump sum price worked out by the contractor for rain water harwestingas listed in schedule ‘a’ part-vii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 8 lump sum price worked out by the contractor for external water supplyas listed in schedule ‘a’ part-viii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 9 lump sum price worked out by the contractor for external electrificationas listed in schedule ‘a’ part-ix representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 10 lump sum price worked out by the contractor for parade ground of size 137 m x 91 m, footbal/hockey 02 nos, basketball courts 02 nos, volley ball courts 02 nos, hardstanding & badminton court 01 noas listed in schedule ‘a’ part-x representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 11 lump sum price worked out by the contractor for compound wall, chain link fencing and gate as listed in schedule ‘a’ part-xi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 12 lump sum price worked out by the contractor for hot water supplyas listed in schedule ‘a’ part-xii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 13 lump sum price worked out by the contractor for refrigeration and cold water supplyas listed in schedule ‘a’ part-xiii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 14 lump sum price worked out by the contractor for site clearance, site developmentand earth workas listed in schedule ‘a’ part-xiv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 15 lump sum price worked out by the contractor for addn/altn of existing buildings & structures (b/r)as listed in schedule ‘a’ part-xv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 16 lump sum price worked out by the contractor for addn/altn of existing buildings & structures (e/m)as listed in schedule ‘a’ part-xvi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 17 lump sum price worked out by the contractor for demolition of buildings & shedsas listed in schedule ‘a’ part-xvii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 18 sch a part-xviii misc items (to be quoted by contractor) notes:(i) this schedule is not pre-priced by mes and the pre-priced rate indicated as rs 0.00 under column 5 signifies this fact only. (ii) excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under sch a part-xiv (site clearance, site developmentand earth work schedule). 19 pop ealse ceiling for sch a part i building work (officers mess & adm block)m&lforpop false ceilingof approveddesignconsisting of 10mm thick plaster of paris ceiling (gyspsum anhydrous) board including gi frame work for 12mm seamless ceiling comprising of gi perimeter channel of 0.55 mm thick with two unequal flange of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre intermediate channel 0.5 mm thick having two equal flanges of 15mm each and web of 45mm suspended from soffit at approx 900 mm centre to centre with gi cleat and tee, expansion fasteners with and including ceiling section (not exc 1.2m length)of 0.55mm thickness having curved web of 50mm and flange of 26mm each with clips of 10.5mm fixed to intermediate channel with connectingclips across the intermediate channel of 457 mm centre to centre complete. 20 internal water supply (sch a part-ii) s & f 15mm bore angle valve/cock cast copper alloy fancy type screwed down high pressure with cructh or butterfly handle screwed both ends for iron pipe or brass ferrule fixed. make - cera-f1012201, jaquar - ari- chr-39053, kohler - k-80154in-4-cp 21 s & f wall mixer/diverter with diverter plate of bathroom 3 in 1 system with provision for both hand & over head shower with 115mm long bend pipe ( for mixer) connecting legs & wall flangs complete all as specified. make: cera-f1022403, jaquar-flr-chr-5281n, hindware-flora f280022 22 s & f chromium plated brass bath tub spout with wall flange(fancy type) suitable for 15mm bore pipe complete all as specified and directed. make- cera-f1012661, jaquar-spj-chr-429, hindware-f-520009 23 internal electrification (sch a part-iii)supply and fixing sp 63 amp rating, 240v, 10 ka c curve miniature circuit breaker (mcb) of following poles and current carrying capacity in the mcb db complete with connection testing and commissioning complete all as specified and as directed. 24 supply and fix tv coaxial,1 module socket complete all as specified and as directed. 25 s&f telephone socket(jack type) ,1 module rj11 with shutter complete all as specified and as directed. 26 m&l for electrolyte grade solid annealed copper conductor,jelly field,aluminium foiled and aluminium wire braided, rg59 (foam). cat part no. whojttkarg59make- havells or equivalent in as mentioned in appx b of particular specification 27 m&l for pvc insulated telephone cables for indoor applications confirming to technical specification g/wir06/02 cat part no.whttatea1p40 make-havells or equivalent in as mentioned in appx b of particular specification 28 s & f for highly efficient led bulbs, 9 watt complete all as specified and directed. make bajaj/havells/hpl 29 s & f blanking plate complete all as specified and directed. 30 s & f of sheet metal enclosure distribution board vtpn ,4 way, 415 volt, double door powder coated, protection class ip-54, isolated neutral bar, mechanical impact strength ik 09 suitable for mounting mcb & mccb dbs confirming to is-13032, is-8632,bs5484 with min 200 amp raiting copper bus bar and grouting, fixing on wall with nut boldts washers proper with pcc works complete all as specified and directed 31 rain water harwesting(sch a part-vii)borewell for rain water harvesting all as specified and shown on drg : (a) provision of trail bore by drilling with reverse rotary system550mm bore upto 52 m depth incl all works pertaining to boring complete in all respect in aluvium soil/ strata incl hard stone / boulder etc.(b)m&l for 150mm bore cpvc pipe assembly jointing, lowering in any position upto the reqd depth below given level incl jointing the pipe by solvent & screwing 04 nos screws in each joint complete all as directed.(c) ditto as item (b) above but slotted pipe(d) m& l for packing with pea gravel of 4.6 mm to 8mm size of approved quality as ordered to pack arround the casing / slooted pipe in borewell all as directed.(e) m&l 25 mm bore perforated cpvc pipe 52 mtr long for vent pipe 32 external water supply(sch a part-viii). m& l for cutting of existing pipeline of 100/150/80 mm dia for taking branch connection alongwith insertion of di tee and connecting material such as joint, nut bolts, etc all as required at site. 33 m&l for construction ofbrick stone masonary valve pit / chamber of size 900 mm x 600 mm x 1000 mm (internal dimensions) all as shown in drawing no td-573, including necessary excavation and earth work, pcc, plaster in cm 1:6 on inside and outside (above ground), ms angle iron 40 x 40x6.0 mm thick complete all as specified and directed and shown on drawings. 34 all as per item no 33.00 but chamber size 450 mm x 450 mm x 600 mm (internal dimensions) complete all as specified and directed 35 supply and fix stop valves 63mm dia, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed 36 external electrification . (sch a part-ix)supply and fixing led street light fitting 36 wattefficacy greater than 100 lumen/watt 230 v ac outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with ip 65/66 protection complete all as specified and directed. make : phillips, cat no brp046 led 36 cw mr s1 psu gr 9405 or equivalent in as mentioned in appx b of particular specification 37 supply and fixing poly carbonatejunction box , weather and vermin proof of size 250x250x160 including provn of 4 nos aluminium strip 25x3.15 mm size bus bar single phase and neutral suitabely mounted on bus bar insulators,including one no. mcb sp 6 amps for light control,drilling of holes.provn of suitable size of gi nuts, bolts, double washer and fi clamps ofsuitable sizefor taking connections and fixing on lt steel tubular poles complete with locking arrangement complete all as specified and directed. 38 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-(main ltp no-01 ) 39 incoming :-(a) mccb 4 pole 320 amp thermal magnetic protection type, 36kamake : legrand, cat no - 4220-06, dpx3 630- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc.(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100outgoing :-(a) mccb 3 pole 160amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4200-87, dpx 160- 01 nob) mccb 3 pole 200amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4202-08, dpx 250- 01 no (c) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(d) analog time switch, make- legrand, cat no 4127-80 for sl control 40 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -4. 41 incoming:- (a) mccb 4 pole 160 amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4200-57, dpx 160- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going:- (a) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 02 no (single offr accn + ltp - 08)(b) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 02 no ( servant qtr + sl)(c) mccb 3 pole 125 a thermal magnetic protection type, 25 ka dpx3 160, legrand, cat no 4200-06 - 01 (offr mess)(d) mcb dp 16amp - 01 no ( garage)(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(f) analog time switch, make- legrand, cat no 4127-80 for sl control 42 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp - 8incoming(a) mccb 4 pole 63 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-13 - 01 no 43 (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 10 no 44 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -3. 45 incoming(a) mccb 4 pole 200 amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4202-18, dpx 250- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 100 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-45 - 01 no(ltp - 06)(b) mccb 3 pole 160 a thermal magnetic protection type, 25 ka dpx3 160, legrand, cat no 4200-47 - 01 (adm bldg)(c) mccb 3 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-02 - 02 no (saa stores + old guard house)(d) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 03 no(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider (f) analog time switch, make- legrand, cat no 4127-80 for sl control 46 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -6 47 incoming(a) mccb 4 pole 100 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-55 - 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out goingm(a) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 01 no (b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 05 no 48 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -7 49 incoming(a) mccb 4 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-53 - 01 no (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-02 - 02 no ( bch + mt office)(b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 13 no (garage) (c) mcb 3 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-55 - 02 no (car washing + longe wala gate) 50 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:- (main ltp no-02 ) 51 incoming (a) mccb 4 pole 400 amp thermal magnetic protection type, 36kamake : legrand, cat no - 4220-07, dpx3 630- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100outgoing (a) mccb 3 pole 200amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4202-08, dpx 250- 01 no(ltp -02)(b) mccb 3 pole 160amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4200-87, dpx 160- 01 no (ltp - 01)(c) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 01 no(ltp - 5)(d) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(e) analog time switch, make- legrand, cat no 4127-80 for sl control 52 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -1 53 incoming(a) mccb 4 pole 160amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4200-57, dpx3 160- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 01 no ( ltp -5)(b) mccb 3 pole 25 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-01 - 02 no ( fwc + ori )(c) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 02 no ( religious hall + unit shop)(d) mccb 3 pole 80 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-44 - 01 no ( trademen shop)(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider (f) analog time switch, make- legrand, cat no 4127-80 for sl control 54 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -5incoming(a) mccb 4 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-12 - 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100 55 out going(a) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 01 no ( drying & ironing)(b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 4 no (car shed - 01 no + scooter shed - 01 no + dhobi ghat - 02 nos) (c) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(d) analog time switch, make- legrand, cat no 4127-80 for sl control 56 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system 57 and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -2incoming(a) mccb 4 pole 200amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4202-18, dpx3 250- 01 no (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 25 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-41 - 02 no (s/l jco)(b) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 04 no ( s/l 01 jco + engr store + def store + old bldg)(c) mccb 3 pole 80 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-44 - 01 no ( jcos mess)(d) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 01 no (mi room)(e) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 4 nos (car shed - 01 no + scooter shed - 01 no + garage for amb - 01 no +car shed/scooter shed - 01 no ) (f) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(g) analog time switch, make- legrand, cat no 4127-80 for sl control 58 taking down old cable xlpe insulated ,screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor off sizes from existing site 59 dismentling street light bracket off sizes complete all as specified and directed 60 dismantling and taking down lt feeder pillar box off size complete all as specified and directed 61 dismantling and taking down outdoor distribution box off size complete all as specified and directed 62 dismantling and taking down transformers 160 kva to 500 kva and deposit to mes store yard or keeping in safe custody for re-installation complete all as specified and directed 63 parade ground of size 137 m x 91 m, footbal/hockey 02 nos, basketball courts 02 nos, volley ball courts 02 nos, hardstanding & badminton court 01 no (sch a part-x (synthetic floor / mat for basket ball & volley ball courts) m & l for antifungal, anti microbial and u/v resistant comprising of pvc wear resisting coat thickness of 3.5mm to 8mm over of fiber-glass reinforced layer with pvc foaming buffer layer of thickness 4.5mm for good performance in rebounding & absorbing shock complete all as specified and directed 64 refrigeration and cold water supply(sch a part -xiii)supply and fix refrigerator, electric driven (single phase),direct cool single door 5 star refrigeratorwith base drawer with smart inverter compressorcapacitynot less than 185 litrescomplete all as specified and directed 65 supply and fix voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 v to 250 v with output voltage stabilized at 230 v with accuracy of ± 2.5% and of capacity not less than 2.0kva complete all as specified and directed 66 supply and fix desert cooler electric driven (single phase), having nominal air flow capacity of 4000 cum per hour (or nearest size) steel body complete all as specified and directed 67 addn/altn of existing buildings & structures (b/r) : schedule a part -xvm & l for providing 5-7mm thick screed bed ofchemical adhresive of approved make for laying floor finishes i,e floor tile etc. complete all as specified and directed. 68 taking down existing water proofing roof treatment of any description cleaning the surface by hacking to received plaster complete all as specified and removing demolised material outside mod land. 69 s & f fibre reinforced uv resistant elastomeric liquid applied waterproofing & heat reflective coating with acrylic polymers and polyester/glass fibres after scraping and properly cleaning the surface to remove loose perticles with wire brushes complete or as directed water proofing treatment shall be in three coats over a coat of primer and as per manufacturers instructions complete all as specified and directed. 70 m & l for retrieving vegetation growth/plants from wall roofs, chajja upto double storey height incl taking out deep roots and pouring hcl acid and making good the distrubance surfaces with cm 1:4 incl all means required at site complete all as specified and directed 71 addn/altn of existing buildings & structures (e/m) : schedule a part -xvitaking down of existing unsv sub main wiring any size incl pvc/steel conduit complete and making good to disturbed surfaces complete all as specified and directed. 72 taking down of existing unsv dbs any size complete all as specified and directed 73 supply & fixing of mcbs, 10 ka rupturing capacity, is-8828 marked,dp 10 ampsand fixing in dbs complete all as specified and directed(note:- dbs shall be measured and paid separately in respective item) 74 all as per items no 63.00 butdp 20 amps 75 all as per items no no 63.00 but 4p 25 amps 76 all as per items no no 63.00 but sp 6 amps 77 all as per items no no 63.00 but sp 10 amps 78 all as per items no no 63.00 but sp 20 amps 79 demolition of buildings & sheds : schedule a part -xvii taking down carefully by carefully unscrewing serviceable/unserviceable dbs,any sizes 415 volt complete with bus bar and rails for easy mounting of mcbs complete with from boards and disconnecting from incoming and outgoing complete all as specified and directed 80 taking down sub main wiring of any sizes complete all as specified and directed 81 arbouriculture work laying of lawns including ploughing leveling breaking of clods manuring & removal of stones etc. (cost of manure or extra good earth to be paid separately) maintenance of lawns for 30 days more till the grass forms a thick lawns free from weeds & fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost. in rows 5 cms. apart in either direction 82 supply of different flower plants 900mm to 1500mm at site including loading / unloading & transportation etc.complete all as specified and directed 83 supply of different varieties of shrubs 600mm to 900mm at site including loading / unloading & transportation etc.complete all as specified and directed 84 supply of different varieties of climbers 900mm to 1500mm at site including loading / unloading & transportation etc.complete all as specified and directed 85 supply of different varieties of palms in polyethylene bags / earthen pots according to height growth & age of the plant at site including loading / unloading & transportation etc .complete all as specified and directed 86 supply & planting of shady plants (neem, peepal, goolar, jamun, imli or other specified) along including the following activities :-(a)preparation of soil including & removing of unwanted shrubs removal of stones & garbage.(b) supply of plant at site of two years of age & height more than 1.50mtr.(c)supply of dry manure (farm yard manure.(d)supply of insecticides.(e)digging of pits size 60x60x60 cms. 87 supply & planting of ornamental plants (kachnar, amaltas, gulmohar, arjun, jacranda etc. or other specified) along including the following activities :-(a)preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage.(b)supply of plant at site oftwo years of age & height more than 1.50mtr.(c)supply of dry manure (farm yard manure organic).(d)supply of insecticides.(e)digging of pits size 60x60x60 cms. including removal of stones, manu-ring application of insecticides & watering at least15 liter per plant after planting.(f)watering to plants.

corporations/Associations/Others

TRN :31140258 | 27 Feb, 2027

Tender Value : 5.63 Lacs

Nellore - Andhra Pradesh

Tender for laying of cc road from d no.26-9-297 to e pole no.bv5/b11-3 at janagana vari street in division no.22 of nmc

State Government

TRN :26085229 | 11 Feb, 2092

Tender Value : 2.61 Lacs

Salem - Tamil Nadu

Tender for salem district - mecheri block - providing cc road from cholan nagar 2ndt street 73 m h/o m.kaalipatti in agamt - ii - 2022-23 mecheri-07/2022-23

State Government

TRN :26057371 | 11 Feb, 2092

Tender Value : 0

Namakkal - Tamil Nadu

Tender for providing cc pavement at kallankattu cross road pillaikalathur h/o pillaikalathur 90mx4m in paramathy block in namakkal distrcict under agamt ii2022-23pmty-19

State Government

TRN :34441094 | 15 May, 2025

Tender Value : 6.66 Crore

Solan - Himachal Pradesh

Tender for construction of link road to village bohi km. 0/0 to 4/970(sh:-formation cutting, passing places i/c retaining walls, slab culvert, c.d. works, gsb, wbm, grade-ii&iii, tarring works, v shape drain, parapets, sign board etc.in km. 0/0 to 4/970) under nabard ridf-xxx i/c five years maintenance.

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List of cc-road Tenders

Tender for laying of cc road from d no.26-9-297 to e pole no.bv5/b11-3 at janagana vari street in division no.22 of nmc

Tender for salem district - mecheri block - providing cc road from cholan nagar 2ndt street 73 m h/o m.kaalipatti in agamt - ii - 2022-23 mecheri-07/2022-23

Tender for providing cc pavement at kallankattu cross road pillaikalathur h/o pillaikalathur 90mx4m in paramathy block in namakkal distrcict under agamt ii2022-23pmty-19

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