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List of embankment Tenders

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

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1 Water Resources And Irrigation
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Government Departments
TRN :49019941 |  13 May, 2025
Tender Value : 0
 Shamli - Uttar Pradesh
Tender for tender for silt clearance of doghat mr. from km. 0.000 to km. 8.200 - uprooting jhunds. 2 earth work in silt clearance i/c lift up to 1.5 m and lead up to 30m i/c ramming and dressing by manual labour. the earth from clearance to be used in side embankment or to be disposed off at spoil banks. 3 scrapping of internal section of existing channel i.c bed & slope with silt upto 5cm. 4 cleaning thick bushes and throny jungle without uprooting
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2 Water Resources And Irrigation
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Government Departments
TRN :49019956 |  13 May, 2025
Tender Value : 0
 Shamli - Uttar Pradesh
Tender for tender for silt clearance of bhadal mr. from km. 0.000 to km. 7.200 - uprooting jhunds. 2 earth work in silt clearance i/c lift up to 1.5 m and lead up to 30m i/c ramming and dressing by manual labour. the earth from clearance to be used in side embankment or to be disposed off at spoil banks. 3 scrapping of internal section of existing channel i.c bed & slope with silt upto 5cm. 4 cleaning thick bushes and throny jungle without uprooting
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3 Construction
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State Government
TRN :49020123 |  12 May, 2025
Tender Value : 11.90 Lacs
 Sirohi - Rajasthan
Tender for tender for various civil works for garden at government collage, sheoganj- 1 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 2 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr. : all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 4 providing and laying 80 mm thick cement concrete blocks of m-40 grade (manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. manufactured with steel moulds(milled and manufactured in csi diamond or csi nitro process for accuracy) on steel base plate of min 16 mm thick;having vibration and pressing action both together withthe help ofmultiple synchronised vibrators.power of hydraulic station should be minimum 50kw for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing w.b.m.base, as per is15658:2006 and all mat 5 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mix 6 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 7 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : all kinds of soil 8 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : cement mortar 1:6 ( 1-cement : 6-sand). 9 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick 10 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completenew plastered surface (three or more coats) 11 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 12 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 13 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 14 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm (av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
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4 Construction
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State Government
TRN :49020265 |  13 May, 2025
Tender Value : 17.34 Lacs
 Delhi - Delhi
Tender for e.i.u.s. (revenue) providing and laying cc pavement over existing deteriorated cc pavements and raising of drains in jj cluster a - block, jahangirpuri (pid-16722).- 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 3 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 4 desilting of nallah / drain in running flow and under foul condition for depth not exceeding 1.50 metre . including removal of stones , brickbats, garbage, silt mud, polythene , sewage if any etc. and diversion of flow of sludge if required and removing the same away from cluster at the place as directrd by engineer-in-charge. disposed silt to be levelled and neatly dressed. 5 earth work in excavation by mechanicalmeans (hydraulic excavator)/manual means in foundation trenches or drains (not on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil a directed, within a lead of 50 m. all kinds of soil. 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). 7 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size). 8 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer-in-charge.” note : excess/less cement used than specified in this item is payable/ recoverable separately all works upto plinth level : m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 9 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4(1 cement : 4 coarse sand) 10 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 11 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 12 neat cement punning. 13 providing and fixing factory made precast rcc perforated drain covers, having concrete of strength not less than m-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional t.m.t. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with m.s. flats of size 50 mm x 1.6 mm complete, all as per direction of engineerin- charge. 14 providing and fixing non a.c. multipurpose fiber cement board strips in joints of cement concrete pavements. 50mm+- 5mm wide and 6mm thick having normal length not less than 90cm. 15 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40mm nominal) manufactured sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size). 16 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. all work upto plinth level. 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including manufacture sand derived from recycled concrete aggregate (rca) upto 25% 4 graded stone aggregate 20mm nominal size including recycled concrete aggregate (rca) upto 25% 17 providing and laying dry brick aggregate 40mm nominal size in foundation and plinth or under floors at all level including spreading and ramming in layers as directed by engineer-in-charge 18 suply of earth and banking the same in layer not exceeding 20 cm indepth braking clods watering rollieach layr with 182 tonne roller of wooden or steel rammer including dressing up in embankment for rods, foloods banks, guide banks or filling of ground depressions with all lead and lift etc. complete. 19 add for cost index @35.22 %as per order by gnctd. except item no.15 and 16 (i.e. on 3987.30+6608.75 = rs.10596.05) 20 deduct 9.50% as per gnctd
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5 Construction
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State Government
TRN :49020344 |  15 May, 2025
Tender Value : 2.55 Crore
 Shahbad - Delhi
Tender for e.i.u.s. (revenue) providing and laying cc pavement and drains in deteriorated lanes at jj cluster adjacent to a-block, shahbad daulatpur (in situ upgradation scheme) (pid-16309).- 1 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone -iii) including manufactored sand derived from recycled concrete aggregate (rca) upto 25%: 4 graded stone aggregate 20 mm nominal size including recycled concrete aggregate(ra) upto 25%. 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size) 4 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer-in-charge.”all works upto plinth level :m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 5 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 6 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 7 steel reinforcement for r.c.c. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars 8 brick work with common burnt clay f.p.s. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 9 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 10 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 11 neat cement punning. 12 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in- charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 13 demolishing r.c.c. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of engineer - in- charge. 14 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 15 providing and placing in position 100mm thick factory made machine batched & machine mixed precast rcc rectangular covers on drains of footpath of various sizes,of m-25 grade cement concrete for rcc work, including cost of centering, shuttering, reinforcement of 8mm dia tmt bars of fe500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide ms sheet duly painted over priming coat , reinforcement to be welded at edges with ms sheet and providing 2 nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of engineer-in-charge. 16 providing and fixing in position pre-cast r.c.c. manhole cover and frame of required shape and approved quality 19.19.1 l d- 2.5 circular shape 560 mm internal diameter 17 providing and laying dry brick aggregate 40mm nomial size in foundation and plinth or under floors at all level including spreading ramming in layers as directed by engineer-in-charge. 18 supply of earth and banking the same in layers not exceeding 20 cm in depth breaking clods watering, rolling each layer with 1/2 tonne rolller or wooden or steel rammer and dressing up in embankment for roads, flood banks and filling of ground depression with all leads lifts etc. complete 19 supply of malba/building rubbish and banking the same in layers not exceeding 20cm in depth including breaking clodes, watering, rolling each deposited layers with half tonne roller or wooden or steel rammer and dressing up in embankement for roads, flood banks, guide banks or filling of ground dpression with all leads lifts complete. 20 p/f non asbests multipurpose fibre cement board strip in joints of cement concrete pavement, 50mm+-5mm vide and 6mm thick having normal length not less than 90cm. 21 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 manufactored sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size recycled aggregate(ra)). 22 add for cost index @31.27 %as per order by gnctd (except item no. 3 & 5) 23 deduct 9.50% as per gnctd
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6 Panchayat Division
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State Government
TRN :49020750 |  20 May, 2025
Tender Value : 3.62 Lacs
 Baghpat - Uttar Pradesh
Tender for tender for road construction work by cc from shishupals house to dishas house - dismentling of old interlocking tiles 2 disposal of dismenteled material 1 km far from site 3 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentte as directed by the engineer incharge . complete in all respect as per sino. 253(a) + 2km cartage. 4 concrete in 1:4:8 with cement, fine sand and 4cm gauge brick ballast in foundation complete in all respect. si no. 275 5 m -150 brick work with in 1:5 (one cement & five corse sand) mortar in foundation and plinth i as per s.i. no 305 (a). 6 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm k as per s.i. no.584(a). 7 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1as per s.i. no. 279(a). 8 r.c.c. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion of 1:1.5:3 in slabs asper pwd schedule item no 284 . 9 m.s. (tor steel or plain) in plain work such as r.c.c. or r.b. work. as per pwd schedule s.i. no. 504 10 construction of granular sub base by providing well graded material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at omc and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401. grade-i 11 construction of un- reinforced cement concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 in pavement complete in all respect as pernew item no. 9(1) 12 s/f information/sign board i/c all comp. at site.
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7 Construction
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State Government
TRN :49020829 |  15 May, 2025
Tender Value : 39.20 Lacs
 Sitapur - Uttar Pradesh
Tender for tender for re construction of gangupur to ganeshpur mdhya bhag first - providing laying and spreding and compacting stoneaggrigate of 53-22.4mmsize to water bound macadam specification includingspreading in uniform thikness hand packing rooling with smooth wheel roller 80-100kn in stages to proper grade and cambermaterial manually mixing in place with rotavater and compacti applying and brooming stone screening to fill up the entrstices of coarse aggrigate watering and compacting to the required density 2 providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . 3 providing and applying tack coat with vg_10 using bitumen distributor at the rate of 0.25 kg per sqm on the preparedsurface cleaned with hydraulic broom . 4 providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grades to be followed by seal coat . 5 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 6 construction of embankment with approved material obtained from available land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 7 brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the engineer - in -charge. 8 routine maintenance charge up to 5 year for any diffect/damaged found after constrution for all works including restoration of paved surface, soulders culverts, road furniture etc complete as per dirction of e/i .
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8 Public Administrative Department
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Government Departments
TRN :49020962 |  21 May, 2025
Tender Value : 10.31 Lacs
 Agra - Uttar Pradesh
Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 11 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 50 mm 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 colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match
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9 Panchayat Division
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State Government
TRN :49021266 |  20 May, 2025
Tender Value : 10.65 Lacs
 Baghpat - Uttar Pradesh
Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween 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 upto a distance of 30 m. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.
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10 Public Administrative Department
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Local Bodies
TRN :49021459 |  16 May, 2025
Tender Value : 6.20 Lacs
 Hathras - Uttar Pradesh
Tender for tender for cc work from hanuman mandir to cc road in gram panchayat afo. - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5(widening of patari) 3 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 5 construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 6 supply and fixing of information board
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