Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Drainage Work
Water Storage And Supply
Eprocure
Opening Date18 Jun 2024
Closing Date15 Jul 2024
Tender Amount₹ 12,52,87,531
Costs
EMD
₹ 22,53,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Internal Development Work Sewer Road Drain And Water Supply Of 7 Percent Abadi
Description
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Contact
Tender Id
2024_YEIDA_930304_7Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2024/909 DT-11/06/2024Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Extra for compaction of earth work in embankment under optimum moisture condiction to give at least 95% of the maximum dry density.(Proctor density)DAR-18/16.2/P-240
11089.39
106458
9.6
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity dressing to camber 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 metres. Based on DAR-18/16.1
22178.78
1855254
83.65
Supplying and stacking at site aggregate 90mm to 45 mm size stone aggregate DAR-18/ 1 6.3.1/P-240
2715.27
7740284
2850.65
Supplying and stacking at site aggregate 63 mm to 45 mm size stone aggregate DAR-18/ 1 6.3.2/P-240
1979.13
5747591
2904.1
Supplying and stacking at site aggregate 53 mm to 22.4 mm size stone aggregate DAR-18/ 1 6.3.3/P-240
1974.6
5860612
2968
Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road! vibratory roller 8-10 tonne 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. DAR-18/ 1 6.4/P-240
7454.48
2840529
381.05
Supplying and stacking of stone Dust (Morrum) at site. DAR-18/ 1 6.3.10/P-240
1490.9
4376462
2935.45
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class designation 150 Based on UP PWD SOR-2020/16.7.1
6958
973772
139.95
Surface Dressing one coat on new surface with bitumen of specified grade at a rate of 1.95kg/sqm. of surface area with 1.5 cum. of stone chippings 13.2mm nominal size per 100sqm. of road surface including consolidation with road roller of 6 to 8 tonne Using bitumen emulsion (minimum 50% bitumen content-RS grade conforming to IS: 8887)AR/ Based on UP PWD SOR-2020
21347.07
2121898
99.4
Providing and applying Tack coat on prepared surface with bitumen VG 10 in boiler and spraying tack coat with spray set fitted on bitumen boiler including clearing , preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M. surface not bitumen primed with 7.5 Kg Of bitumen for 10 sqm. Based on UP PWD SOR-2020/AR/YEIDA
21347.07
339418
15.9
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.25 mm thick. Morth/AR/508
21347.07
6352888
297.6
SEWERAGE WORK Earthwork in excavation in ordinary soil in all depth of foundation trenches including dressing of the side and ramming of the bottom. lifts up to 1.5m including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. AR/ 0.00 to 1.50m Depth
12573.71
915366
72.8
SEWERAGE WORK :- 1.5- 3.0m Depth
1943.3
170621
87.8
Supply and laying of ISI marked R.C.C NP.3 pipes of folling size including carting, loading, unloading, at godown, including all taxes and levies & rubber rings. Of following dia. 150mm dia NP-3 pipe AR.
644
203343
315.75
R.C.C NP.3 : 250mm dia NP-3 pipe
3028
2143067
707.75
R.C.C NP.3 : 600mm dia NP-3 pipe
150
362152
2414.35
R.C.C NP.3 : 800mm dia NP-3 pipe
1159
4663816
4024
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 (1cement: 2coarse sand (zone-III): 4 graded stone aggregate 20mm nominal size) UPPWD/SOR-2020/4.1.3
591.25
4226624
7148.6
Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footing, bases of columns, etc. for mass concrete. DAR-18/5.9.1
3602.49
654391
181.65
Constructing masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350mm. top diameter, 165mm deep (inside) with chained lid and RCC top slap 1 :2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1cement:5 fine sand :10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12mm thick finished with a floting coat of neat cement complete as per standard design: House connector Chamber. DAR-18/18.36.1
161
1085309
6741.05
Providing and laying in position cement concrete 1:4:8 (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation as per approved drawing. 150mm dia.
569.94
124332
218.15
Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1cement:3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8(1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. Based on DAR-18/19.9.1.1
49
473964
9672.75
Extra depth of 0.91dia manhole 1.67m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182kg. Fixed in cement concrete 1:2:4(1 cement: 2 coarse snad: 4 graded stone aggregate 20mm nominal size) including centering shuttering, supply and fixing poly propelene foot rest but excluding excavation all complete. DAR-18/19.10.1.1
36.17
176889
4890.05
constructing brick masonary circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4(1cement: 4 coarse sand) inside cement plaster 12mm thick with mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1cement : 3coarse sand:6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.68m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg fixed in cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests arid 12mm thick cement plaster at the external surface shall be paid for seprately) DAR-1819.11.1.1
81
1490238
18398
Extra depth of 1.22 dia manhole 1.68m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182kg. Fixed in cement concrete 1:2:4(1 cement: 2 coarse snad: 4 graded stone aggregate 20mm nominal size) including centering shuttering, supply and fixing poly propelene foot rest but excluding excavation all complete. DAR-18/19.12.1
20.81
131244
6306.65
Constructing brick masonry circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar 1:4(1cement:4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3(1cement: 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6(1cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4(1cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4(1cement:2coarse sand:4graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rest arid 12mm thick cement plaster at the external surface shall be paid for separately) DAR-1819.13.1.1
9
348519
38724.35
Extra Depth of 1.52 dia manhole 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182kg. Fixed in cement in cement concrete 1:2:4(1cement:2coarse sand:4 graded stone aggregate 20mm nominal size) including centering shuttering, supply and fixing poly propelene foot rest but excluding excavation all complete. DAR-1819.14.1.1
2.27
33897
14933
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23mmx25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6(1cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design DAR-18/19.16
633
200376
316.55
DRAIN WORK Excavation of earth in ordinary soil for laying of sewers including cutting of joints, pits, trimming, dressing, levelling, including removal of surplus earth and other dismantalled materials upto distance of 50m. from centre of trenches. 0.00 to 1.50 m in Depth
7080.99
515496
72.8
DRAIN WORK:- 1.50m to 3.00m in Depth 25% Extra
1512.29
132779
87.8
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level 1:4:8 (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)DAR-18/4.1.8
945.87
5504963
5820
Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footing, bases of columns, etc. for mass concrete. DAR-18/5.9.1
2896.8
526203
181.65
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plint and string courses etc. DAR-18/5.9.2
22837.08
7662982
335.55
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.DAR-18/5.9.3 Full culvert
20.48
7910
386.35
Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls above 20cm wide. DAR-18/5.9.16.2
56.8
31822
560.25
Provinding and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centeting, shuttering, finishing and reinforcement, including admixturesin recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable.All work upt to Plinth level. Base on UP PWD SOR-2020/5.33.1
2438.06
19137925
7849.65
Rainforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. A) Cold Twisted bars. 5.22.6
287081.68
26224911
91.35
WATER SUPPLY Earth work in excavation over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m & lift upto 1.5m, disposed earth to be levelled & neatly dressed. Based on UPPWD SOR-2020/251a(YEIDA)
362.58
26395
72.8
Providing laying and jointing & testing of SI marked PVC pipe (Finolex , kissan, supreme or equivalent make- ring fit as per IS: 4985:2000) of following dia 6 kg/cm2 including all specials & fittings etc. as required for proper complition of work. (The contractor has to arrange the source of water and require head for testing). 12.41.2 110mm dia
3460
880397
254.45
WATER SUPPLY: 160mm dia
150
77520
516.8
Providing and laying S&S Centrifugally cast(spun)/Ductile Iron Pipes conforming to IS: 8329: 200mm dia Ductile Iron Class K-7 pipes UPPWD/SOR-2020/18.72
477
798641
1674.3
Providing and laying S&S Centrifugally cast(spun)/Ductile Iron Pipes conforming to IS: 8329: 250mm dia Ductile Iron Class K-7 pipes UPPWD/SOR-2020/18.72
598
1288331
2154.4
Providing & laying S&S C.I standard special such as tees, bends, collars, tapers, caps etc.(heavy class) 10.00% amount of item no.4
1
208697
2086972.3
Providing and fixing C.I. sluice valves (with cap complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100 mm dia (UPPWD SOR-2020)/18.31.1.2
7
25529
3647.1
Providing and fixing C.I. sluice valves (with cap complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 200 mm dia (UPPWD SOR-2020)/18.31.4.2
2
22463
11231.9
Providing and fixing C.I. sluice valves (with cap complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 250 mm dia (UPPWD SOR-2020)/18.31.5.2
2
36271
18135.95
Providing and fixing C.I.double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (the tail pieces, tapers etc. required will be paid separately): 80 mm dia (UPPWD SOR-2020)/18.59.2
3
16155
5385
Construction masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4(1cement : 4coarse sand) for sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom diameter and 180mm deep (inside) with chain lid and RCC top slap 1:2:4 mix (1cement: 2coarse sand: 4 graded stone aggregate 20mm nominal size) necessary excavation foudation concrete 1:5:10(1cement:5fine sand: 10graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement : 3coarse sand ) 12mm thick finished with a floating coat of neat cement complete as per standard design: With F.P.S bricks. UPPWD/SOR-2020/18.33.1
14
94374
6741.05
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