Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Mar 2025
Closing Date16 Apr 2025
Tender Amount₹ 6,66,43,858
Technical
Technical
Financial
Bid Capacity
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The formula for bid capacity is: Assessed available Bid capacity = (A * N * 2.5 - B)
Technical Capacity
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The bidder should have appropriate experience in the following areas: 1. Construction of Drain works: - One similar completed work costing not less than 80% of the Bid value (Rs. 175.82 Lacs)
- Two similar completed works costing not less than 50% of the Bid value (Rs. 175.82 Lacs)
- Three similar completed works costing not less than 40% of the Bid value (Rs. 175.82 Lacs) 2. Construction of Internal Road Interlocking & Pariking works: - One similar completed work costing not less than 80% of the Bid value (Rs. 238.73 Lacs)
- Two similar completed works costing not less than 50% of the Bid value (Rs. 238.73 Lacs)
- Three similar completed works costing not less than 40% of the Bid value (Rs. 238.73 Lacs) 3. Laying of Sewer Line & Sewer Connection works: - One similar completed work costing not less than 80% of the Bid value (Rs. 209.56 Lacs)
- Two similar completed works costing not less than 50% of the Bid value (Rs. 209.56 Lacs)
- Three similar completed works costing not less than 40% of the Bid value (Rs. 209.56 Lacs) 4. Laying and Jointing of Water Supply & Water Connection works: - One similar completed work costing not less than 80% of the Bid value (Rs. 59.01 Lacs)
- Two similar completed works costing not less than 50% of the Bid value (Rs. 59.01 Lacs)
- Three similar completed works costing not less than 40% of the Bid value (Rs. 59.01 Lacs) All of these experiences should be gained during the last Seven years in Govt./Semi Govt./PSU.
Costs
EMD
₹ 13,66,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPHDB_1019958_1Bid Award Id
ViewTender No
809/Y-12/78 Dated 10.03.2025Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Providing and fixing open timbering (covering 1/3 of surface area by planks) in trenches for depth upto 3.00 m below ground level consisting of 40.00 mm thick approved country wood planks for polling boards, 125mmx75mm indian sal wood wallers and 100mm dia eucalyptus ballies for strut at 1.50 m c/c including removal after laying of sewer (both sides of trenches will be taken as one side for the pupose of payments and measurements i.e. area equals to length x depth of trench). Dismantled timbering materials will be property of the contractor. (a) 0.00 to 4.00m BGL
4496.28
368
1654631.04
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Supply, Carting and laying of following dia R.C.C. S&S pipes (NP3 class) and specials, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes. 250mm dia R.C.C. S&S pipes NP3 Class 0.00 to 1.50m BGL
1915
1280
2451200
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1.50 to 3.00m BGL
851
1307
1112257
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3.00 to 4.50m BGL
164
1334
218776
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300mm dia R.C.C. S&S pipes NP3 Class
1.50 to 3.00m BGL
75
1918
143850
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3.00 to 4.50m BGL
75
1971
147825
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Providing all materials and construction 1.20x0.90M & 2.25 M deep RCC Slab Type Regtangular Manhole consist with 225 mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud, RCC work with cement concrete grade M-20, mild steel in plain work as per designe and drawing and fixing of foot step @ 30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:24 complete in all reaspect as per direction of E/1 also clearing of site
136
34820
4735604.32
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Providing all materials and construction 1.20x0.90 & 1.00 M deep Shaft for requlating payment fo depth of the Rectungler Type manhole as per item no. 6 consisting 23cm thick wall with class 150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction for E/l also clearing of site.
48.99
10958
-536877
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Providing all materials and construction for 0.60x.060m & 2.25M deep Squar type Brick house connecting champber consist with 225mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud and fixing of foot step @30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:2:4 complete in all reaspect as per direction of E/I also clearing of site
121
21592
2612633.21
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Providing all materials and construction 0.60x0.60 & 1.00 deep Shaft for requlating payment fo depth of the circular type manhole as per item no. 8 consisting 23cm thick wall with class-150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction fo E/I also clearing of site.
41.05
7464
-306409.93
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Providing and laying in normal bedding on joints for base of jointing with cement concrete 1:4:8 cement coarse sand and stone grit, bedding size on joints 0.75 x 0.60 x 0.15M including supply of all material, labour T&P etc required for proper completion of the work as per direction of E/I.
1712
442
756704
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Dismantling work of C.C. road manually/by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
31.5
543
17104.5
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Disposal of surplus earth received from Manhole, Chambers, Trenches, including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 1 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope.
2297.26
100
231334.08
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Providing all material labour for laying of R.C.C. hume pipe class-2 for Sewer connecting chamber to manhole of sewer line includign excavationof earth for laying of R.C.C. hume pipe width 75cm and depth 80 to 100cm. including cost of R.C.C. hume pipe dia 150 mm class NP-2 lowring R.C.C. hume pipe dia 150 mm NP-2 all in proper slop alingement and depth as per direction of E.I. in proper slope alingement and depth as per direction of E/I. (AR)
1701
657
1117557
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Making sewer connection of sewer line with existing mainhole including breaking into & making good the wall all material T&P with cutting and repair of manhole as per direction of E/I.
341
376
128216
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Making sewer connection chamber size 0.60x0.60x0.60M in plot campus including cost of excavation base concrete 1:6:12 cement, coarse sand and brick ballast, 150 class brick work in 1:5 cement coarse sand mortar & 12mm thick plaster with neat cement, 1:2:4 flooring with RCC cover as per disign including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I
341
6351
2165691
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Reconstruction of Bituminous Trunk Road
Sand Filling
Sand filling in foundation and trenches as per drawing and specifications.
579.6
993
575542.8
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Construction of granular sub-base by mix in place method
Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H.
2.25
3731
8394.75
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
2.25
4561
10262.25
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Primer coat
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 to 0.90 kg/sqm using mechanical means.
90
35
3150
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Tack Coat
Providing & applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to 0.40 kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
90
19
1710
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Bituminous MacadamBituminous Macadam
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 3.4 per cent of mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
4.5
9230
41535
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Semi-Dense Bituminous Concrete
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects (Average thickness 25mm)
2.7
10885
29389.5
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Interlocking tiles work
Provided and laying of factory made chamfered edge cement concrete paver block in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape, made table vibratory method using PU mould, laid in required color and pattern overv50mm thick compacted bed of sand, compacting and proper laying of interlocking paver blocks into the sand bedding layer through vibratory compacton by using plate vibrator, filling the joints with sand and cutting the paver block as per required size and pattern, finishing and sweeping extra sand. Complete all as per direcion of E/I. 80mm thick C.C. paver block with strength not less than 40 Mpa approved color design and pattern.complete all as per direction of engineer-in-charge.
90
980
88200
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(B) Laying and Jointing of Internal Water Supply & Connection Excavation forpipe line in oridinary soil (Earth, sand loam and clay) with lift up to 1.50 mtrs including cutting or joints pits trimming, dressing, levelling of trenches in 20m layer watering and ramming the same including removed of surplus earth or other dismantelled material upto the distance of 50M from the center of the trenches.
2973.77
207
615570.39
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Supply of following dia PVC pipe 6.0 kg/sq cm IS4985/2000 marked of supreme/Prince/Kishan including loading, unloading, cartage etc up to working site complete as per direction of engineer in charge. 160mm dia PVC 6kg/cm pressure pipe
281
1143
321183
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110mm dia PVC 6kg/cm pressure pipe
3459
478
1653402
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Supply of CI D/F sluice valve IS14846/2000 of following sizes of approved make as per direction of engineer in charge. 150 mm dia
2
11668
23336
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100 mm dia
9
7852
70668
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Supply of mechanical coller joint for DI. Pipe with rubber ring and nut bolt IS9523 450mm
4
26324
105296
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400mm
8
20842
166736
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Supply of CI detachable joints for DI. pipe & PVC pipe and sluice valve, air valve, fire hydrant IS8794/1988 class 15 with rubber rings 3 mm thik with nutt bolts. 150 mm dia D-Joint
2
880
1760
... More
100 mm dia D-Joint
44
475
20900
... More
Supply of CI double orfice pnumatic air release valve IS18485 Type DK rubber float of 80 mm orfice flanged type.
4
8350
33400
... More
Supply of DI fire hydrant as per IS909 complete with duct foot bend sluice valve rised coupling and cap with chain and nutt bolts rubber packing etc.
11
12066
132726
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Supply of following sizes DI fitting and specials IS9523 CI. Flange spigot or Tail piece 450mm
4
18741
74964
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CI. Flange spigot or Tail piece 400mm
8
15492
123936
... More
CI. Flange spigot or Tail piece 150mm
2
2657
5314
... More
CI. Flange spigot or Tail piece 100mm
56
1668
93408
... More
Supply of CI D/F fittings IS 1538 upto 450 mm dia
1790
80
143200
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Supply of solvent for PVC pipe joints
60.32
602
36312.64
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Carting and laying of following size PVC pipe and fittings in already excavated trenches including making PVC coller joint as per direction of engineer in charge. 160 mm dia
281
49
13769
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110 mm dia
3459
35
121065
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Cartage & fixing of following Size C.I. D/F Sluice valve labour rate including cost of trenching sluice value and flanged joints including all labour, T&P etc. complete. 150 mm dia
2
591
1182
... More
100 mm dia
9
363
3267
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Carting and laying of 65 to 80 mm size flanged air release valve, Scour valve or fire hydrant over existing tee including labour and T&P but excluding cost of air release valve, scour valve and fire hydrant complete as per direction of engineer in charge
15
338
5070
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Making rubber ring joints using CI detachable joint in DI pipe and PVC pipe, at the connection of sluice valve, fire hydrant, and air valve. 450 mm dia DI Pipe
4
126
504
... More
400mm dia DI Pipe
8
106
848
... More
150 mm dia PVC Pipe
2
42
84
... More
100mm dia PVC Pipe
56
30
1680
... More
80mm dia fire hydrant and air valve
15
30
450
... More
Make joint of following sizes flanged joint including cost of bolts and nuts with rubber packing and labour T&P etc complete. 450mm dia
4
1107
4428
... More
400mm dia
8
1107
8856
... More
150mm dia
2
637
1274
... More
100mm dia
56
286
16016
... More
80mm dia
15
280
4200
... More
Providing necessary T&P and cut of following sizes DI Pipe 450 mm dia DI. Pipe
5
659
3295
... More
400 mm dia DI. Pipe
10
586
5860
... More
Make special rubber gasket titen joint for DI pipe and special including testing etc complete (but excluding cost of rubber gasket and trenching) 450 mm dia DI. Pipe
4
149
596
... More
400 mm dia DI. Pipe
8
149
1192
... More
Make special rubber ring flanged joint using DI mechenical caller joint in DI pipe (excluding cost of mechenical coller joint and treching) 450 mm dia DI. Pipe
4
149
596
... More
400 mm dia DI. Pipe
8
149
1192
... More
Providing and laying cement concerete 1:2:4 cement : c sand and 20mm stone grit inlcuding of all material labour T&P etc required completion of the work and curing complete also including cost of former in foundation and floors.
5.01
6990
35019.9
... More
Construction of Sluice Valve chamber in Inner Size 1.20x1.00x1.50 M with 100mm thick base conceret 1:4:8 cement C Sand and 40mm brick ballast with 23cm thick wall with class 150 brick in 1:6 cement C Sand mortar and 12mm thick plaster with 1:6 cement and C Sand and also peovide 15cm thick RCC cover thickness complete finishing rate also including excavation of earth as per direction of E/I
11
24551
270061
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Constructing masonary chamber 35x35x70 cm, inside for fire hydrant in M-150 Brick wall 230mm thick in cement mortar 1:6 (1 cement : 6 coarse sand ) for fire hydrants with RCC cover (inside) with chained lid and 150mm thick RCC top slab 1:1.5:3 mix (1cement :1.5coarse sand : 3graded stone aggregate 20mm nominal size) i/c necessary excavation, 100mm thick base concrete 1:4:8 (1cement : 4coarse sand : 8graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement and 40mm thick flooring in 1:2:4 cement, coarse sand and 20mm graded stone grit complete. Rate including excavation of earth , supply of all material , labour and T&P.
11
7189
79079
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Constructing masonary chamber 35x35x70 cm, inside for Air Valve Chamber in M-150 Brick wall 230mm thick in cement mortar 1:6 (1 cement : 6 coarse sand ) for fire hydrants with RCC cover (inside) with chained lid and 150mm thick RCC top slab 1:1.5:3 mix (1cement :1.5coarse sand : 3graded stone aggregate 20mm nominal size) i/c necessary excavation, 100mm thick base concrete 1:4:8 (1cement : 4coarse sand : 8graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement and 40mm thick flooring in 1:2:4 cement, coarse sand and 20mm graded stone grit complete. Rate including excavation of earth , supply of all material , labour and T&P. For air valve chamber perforated slab shall be fixed on brick work chamber.
4
6112
24448
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Providing, laying, jointing and testing for water connection following dia CPVC pipe SDR-11 including cost of pipe and specialswith excavation of trenches 0.65M wide and 1.00M Deep including cost of all materials labour T&P etc required for proper completion of the work as per direction of E/I. 20mm dia CPVC Class-B Pipe
1380
270
372600
... More
32mm dia CPVC Class-B Pipe
1134
464
526176
... More
Making water connection jinting & testing of following dia from existing PVC/DI/AC pressure pipe upto dia 300MM including cost of MS/CPVC clamp with nut bolt and rubber packing MTA with brass insert and CPVC elbow, socket ercavation of earth for making pits for water connection and boilting out waters and also refilling of pits including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I 20mm dia CPVC Pipe Connection
161
1975
317975
... More
32mm dia CPVC Pipe
180
2545
458100
... More
(C) Construction of C.C. Road, Interlocking Parking and R.C.C. Cover Over Drain Dag balling 15cm (6'') deep one line aligned with flages and jhandies and as directed by E/I.
3024
3
9072
... More
Earth Work in Cutting or in embankment in road way in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth, cost of earth and work in embankment to be in 20cm layers including ramming and dressing the surface required levels and slopes and also including royality complete as directed by the Engineer-in-charge.
2095.63
51
106877.13
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Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.50cm depth, dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtrs.
6985.44
172
1207922.28
... More
Providing, and laying and spreading material on a prepared subgrade, adding the designed quantity of cement to the spresd material mixing in place with rotavator with cement at site 4% by weight, grading with the mortar grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base.CEMENTED BASE(WMM+CEMENT)CTB
529.2
4227
2236928.4
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Providing and laying in cement concrete 1:4:8 (1 cement : 4coarse sand( FM 2.2-3.6 ):8 graded stone aggregate 40mm Nominal size) and curing complete, including cost of from work in foundation and floors.
396.9
5381
2135782.4
... More
Providing and laying 125 micron thick plastic sheet on granular sub base (GSB) layer befor laying to cement concrete with 15 cm. over laping sheet joint as per direction & approved by Engineer-in-charge. (M.R.)
5292
16
84672
... More
Providing and laying design mix cement concrete of M-30 grade, in road/taxi tracks/runway, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size in apropriate proportions as per aproove & specified design criteria, providing dowel bars with sleeve/ tie bars wherever reuired, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing the required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction and longitudinal joints (10mm widex 50mm deep) by grrove cutting machine, providing and filling joints with aprooved joint filler and sealants, complete all as per direction of Engineer-in-charge.
846.72
7627
6458399.14
... More
Interlocking at sides of Road Providing, and laying and spreading material on a prepared subgrade, adding the designed quantity of cement to the spresd material mixing in place with rotavator with cement at site 4% by weight, grading with the mortar grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base.CEMENTED BASE(WMM+CEMENT)CTB
203.21
4227
858968.67
... More
Providing and laying in cement concrete 1:4:8 (1 cement : 4coarse sand( FM 2.2-3.6 ):8 graded stone aggregate 40mm Nominal size) and curing complete, including cost of from work in foundation and floors.
127.01
5381
683461.13
... More
Provided and laying of factory made chamfered edge cement concrete paver block in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape, made table vibratory method using PU mould, laid in required color and pattern overv50mm thick compacted bed of sand, compacting and proper laying of interlocking paver blocks into the sand bedding layer through vibratory compacton by using plate vibrator, filling the joints with sand and cutting the paver block as per required size and pattern, finishing and sweeping extra sand. Complete all as per direcion of E/I. 80mm thick C.C. paver block with strength not less than 40 Mpa approved color design and pattern.complete all as per direction of engineer-in-charge.
1693.44
980
1659571.2
... More
Disposal of Surplus excavated earth within 1 km. Distance as per direction of Engineer-in-charge.
2095.63
65
137682.89
... More
5.50 M. Wide Intelocking parking Earth Work in Cutting or in embankment in road way in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth, cost of earth and work in embankment to be in 20cm layers including ramming and dressing the surface required levels and slopes and also including royality complete as directed by the Engineer-in-charge.
574.2
51
29284.2
... More
Prepration and consolidation of Subgrade with power road roller of 8 to 10 tone capacity after excavation earth to an average of 22.5 cm Depth, dressing to chamber and consolidation with road roller including making good the undulations etc. and re-roller the grade and disposal of surplus earth with lead upto 50 mtr.
5742
172
992906.64
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H.
430.65
3731
1606755.15
... More
Provided and laying of factory made chamfered edge cement concrete paver block in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape, made table vibratory method using PU mould, laid in required color and pattern overv50mm thick compacted bed of sand, compacting and proper laying of interlocking paver blocks into the sand bedding layer through vibratory compacton by using plate vibrator, filling the joints with sand and cutting the paver block as per required size and pattern, finishing and sweeping extra sand. Complete all as per direcion of E/I. 80mm thick C.C. paver block with approved color design and pattern.complete all as per direction of engineer-in-charge.
5742
980
5627160
... More
Disposal of Surplus excavated earth within 1 km. Distance as per direction of Engineer-in-charge.
574.2
65
37724.94
... More
R.C.C. Cover Over CK, C2 & C4 Type Drain RCC work with cement approved coarse sand and 2cn guage approved stone git in the proportion of 1:1.5:3 in slab 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 also including supply and mixing of water proofing compound approved quality ISI marked as per direction of E/I and also including supply of all materials labour, Tools and Plants etc required for proper completion of work
96.88
6588
638330.69
... More
Mild Steel of iron work in plain work such as reinforcement brick work (When not included in an over all rates) wrought to required shape as necessary including supply of steel and its wastage and including rolling margin bend hooks.
11407.15
75
855536.25
... More
Centering and shuttering including struting, proping etc and removal of from work for slab in drain.
1572.48
368
578672.64
... More
RCC Cover Over C2 Type Drain RCC work with cement approved coarse sand and 2cn guage approved stone git in the proportion of 1:1.5:3 in slab 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 also including supply and mixing of water proofing compound approved quality ISI marked as per direction of E/I and also including supply of all materials labour, Tools and Plants etc required for proper completion of work.
4.36
6588
28727.52
... More
Mild Steel of iron work in plain work such as reinforcement brick work (When not included in an over all rates) wrought to required shape as necessary including supply of steel and its wastage and including rolling margin bend hooks.
513.4
75
38505
... More
Centering and shuttering including struting, proping etc and removal of from work for slab in drain.
69.77
368
25675.36
... More
RCC Cover Over C4 Type Drain RCC work with cement approved coarse sand and 2cn guage approved stone git in the proportion of 1:1.5:3 in slab 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 also including supply and mixing of water proofing compound approved quality ISI marked as per direction of E/I and also including supply of all materials labour, Tools and Plants etc required for proper completion of work.
8.98
6588
59168.14
... More
Mild Steel of iron work in plain work such as reinforcement brick work (When not included in an over all rates) wrought to required shape as necessary including supply of steel and its wastage and including rolling margin bend hooks.
1057.1
75
79282.5
... More
Centering and shuttering including struting, proping etc and removal of from work for slab in drain.
143.33
368
52745.44
... More
M.S. Grill cover over Drain Structural Steel Work Riveted, Bolted or Welded in Built up Sections. Trusses and Framed work. Including cutting hoisting, fixing in position and applying a priming coat of aprooved steel primer all complete.
32942.58
75
2470693.5
... More
Construction of CK, C2 & C4 type Drain Excavation in foundation on ordinary soil(Loam, Clay, or Sand) including lift upto 1.5m & lead upto 30m invluding filling watering & ramming of excavated earth into the trenches or into the space between the building and the side of fondation trenches or in plinth and removal and disposal of surplus earth as directed by the EI upto a distance of 30M from the foundation trenches.
2150.69
161
346261.09
... More
Providing and laying in cement concrete in 1 : 6 : 12 (1 cement : 4 coarse sand ( FM 2.2 to 3.6) : 12 graded brick ballast 40 mm nominal size and curing complete Including, cost of form work, supply of all material, labour T&P etc. required for proper completion of the work in foundation and floors.
385.5
4553
1755181.5
... More
Dry Brick on edge flooring in required pattern with brick of class 150 on bed of 12mm mud mortar, including filling joints with local sand, with common bunt clay non modular bricks. supply of all material labour T&P etc. required for proper completion of work
1612.08
663
1068809.04
... More
Class 150 brick in 1:6 cement and coarse sand of (FM 1.50-2.00 F.M.) mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work .
1115.89
6519
7274486.91
... More
Flush Pointing with Cement mortar consisting of 1:3 cement and fine sand of 1.25 FM including supply of all material labour T&P etc. required for proper completion of work.
5077.4
106
538204.4
... More
Struck Pointing with cement mortar consisting of 1:3 cement and fine sand of 1.25 F.M. including supply of all material labour T&P etc. required for proper completion of the work.
2898.92
106
307285.52
... More
Construction of CK, C2 & C4 type Culvert Excavation in foundation on ordinary soil(Loam, Clay, or Sand) including lift upto 1.5m & lead upto 30m invluding filling watering & ramming of excavated earth into the trenches or into the space between the building and the side of fondation trenches or in plinth and removal and disposal of surplus earth as directed by the EI upto a distance of 30M from the foundation trenches.
252.4
161
40636.4
... More
Concrete with 40mm gauge graded brick ballast, coarse sand of 2.2.-3.60 FM and cement in proportion of 12:6:1 in foundation and under floor including supply of all material, labour and T&P etc required for proper completion of the work.
49.17
4553
223871.01
... More
Dry Brick on edge flooring in required pattern with brick of class 150 on bed of 12mm mud mortar, including filling joints with local sand, with common bunt clay non modular bricks. supply of all material labour T&P etc. required for proper completion of work
73.68
663
48849.84
... More
M-150 Brick Work in 1:6 one cement & six coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour T&P etc required for proper completion of the work.
94.49
6519
615980.31
... More
Flush Pointing with Cement mortar consisting of 1:3 cement and fine sand of 1.25 FM including supply of all material labour T&P etc. required for proper completion of work..
255.69
106
27103.14
... More
RCC work with cement approved coarse sand and 2cn guage approved stone git in the proportion of 1:1.5:3 in slab 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 also including supply and mixing of water proofing compound approved quality ISI marked as per direction of E/I and also including supply of all materials labour, Tools and Plants etc required for proper completion of work.
25.13
7664
192596.32
... More
Mild Steel of iron work in plain work such as reinforcement brick work (When not included in an over all rates) wrought to required shape as necessary including supply of steel and its wastage and including rolling margin bend hooks.
2953.88
75
221541
... More
Centering and shuttering including struting, proping etc and removal of from work for slab in culvert.
228.72
368
84168.96
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