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 Date3 Jul 2024
Tender Amount₹ 24,33,02,673
Costs
EMD
₹ 34,34,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Development Work Of Sector -18 (part) Road Sewer Water Supply And Drain Pocket- 2b,
Description
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Contact
Tender Id
2024_YEIDA_930304_8Bid 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 conditions to give at least 95% of the maximum dry density(proctor density) Based on UPPWD SOR-2020/1 6.2
22422.26
215253
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 UPPWD SOR-2020/1 6.1
44844.51
3751243
83.65
Supplying and stacking stone aggregate at site 90mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.3.1
5599.96
15963525
2850.65
63 mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.3.2
4945.28
14361587
2904.1
53 mm to 22.4 mm size stone aggregate Based on UPPWD SOR-2020/ 1 6.3.3
3997.22
11863748
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. Based on UPPWD SOR-2020/16.4
14542.46
5541404
381.05
Supplying and stacking of Morrum at site. Based on UPPWD SOR-2020/16.3.10
2908.49
8537726
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
14994.2
2098438
139.95
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 2.5 Kg Of bitumen for 10 sqm. Based on UP PWD SOR-2020/AR/YEIDA
43213.15
525039
12.15
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. Based on UP PWD SOR-2020/AR/YEIDA
43213.15
11075530
256.3
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. Based on UPPWD SOR-2020 (YEIDA) 0.00 to 1.50m B.G.L
14215.78
1034908
72.8
Depth from 1.5m to 3.0m below
1081.09
94919
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). Based on UPPWD SOR-2020/4.1.8
1782.67
10375139
5820
Centering and Shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. Based on UPPWD SOR-2020/5.9.1
7669.43
1393151
181.65
Centering and Shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Based on UPPWD SOR-2020/5.9.2
42477.63
14253368
335.55
Centering and Shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform. Based on UPPWD SOR-2020/5.9.2
31.5
12170
386.35
Centering and Shuttering including strutting, Edges of slabs and breaks in floors and walls. Above 20cm wide. Based on UPPWD SOR-2020/5.9.16.2
88.7
49694
560.25
Providing 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 centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per 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 in payable/recoverable All work up to Plinth level. Based on UPPWD SOR-2020/5.33.1
5859.7
45996594
7849.65
Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Cold Twisted bars Based on UPPWD SOR-2020
623240.07
57556220
92.35
SEWERAGE 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. Based on UPPWD SOR-2020 (YEIDA) 0.00 to 1.50m B.G.L
27648.93
2012842
72.8
1.5-3.00 M B.G.L
8474.34
744047
87.8
3.00 - 4.50 M B.G.L
7039.19
723628
102.8
4.50 - 6.00 M B.G.L
1208.09
142313
117.8
Providing and laying of ISI marked R.C.C NP.2 pipes of folling size including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings. Of following dia. 250mm Based on UPPWD SOR-SOR-2020/19.6.3
10230.5
6052363
591.6
350mm dia
413.8
519050
1254.35
Prividing 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 & rubeer rings. Of following 400mm dia Based on UPPWD SOR-2020
170.1
287800
1691.95
250mm dia
778
550551
707.65
Providing and laying of ISI marked R.C.C NP.2 pipes of folling size including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings. Of following dia. 150mm Based on UPPWD SOR-SOR-2020/19.6.3
3600
1136700
315.75
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. 250mm dia NP.2 pipe Based on UP PWDSOR-2020
10230.5
3780169
369.5
350mm dia NP-2 pipe
413.8
247700
598.6
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-3 pipe of following diameter including centring shuttering but excluding excavation as per approved. 400mm dia NP-3 pipe Based on UP PWDSOR-2020
170.1
146337
860.3
250mm dia NP-3 pipe
778
292450
375.9
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. 150mm dia for House connecting Based on UP PWDSOR-2020
3600
785340
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 (1 cement: 3coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with 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 centering shuttering, supply and fixing Poly propelene foot rest & excluding excavation all complete. Based on UPPWD SOR-2020/19.9.1.1
208
2011932
9672.75
Extra depth for circular type mahhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m with burnt clay bricks of class designation 150 Based on UPPWD SOR-2020/19.10.1
62.4
305139
4890.05
Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement :4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.22m 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering. Supply and fixing Poly propelene foot rest & excluding excavation all complete. Based on UPPWD SOR-2020/DAR-18/19.11.1.1
85
1563830
18398
Extra depth for circular type mahhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m with burnt clay bricks of class designation 150 Based on UPPWD SOR-2020/19.12.1.1
25.5
160819
6306.65
Constructing brick masonry circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests arid 12 mm thick cement plaster at the external surface shall be paid for separately)
81
1490238
18398
Extra depth for circular type mahhole 1.52m internal dia (at bottom) beyond 2.30m with burnt clay bricks of class designation 150 Based on UPPWD SOR-2020/19.14.1.1
24.3
153251
6306.65
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S.(non modular) bricks of class designation M150. Based onUPPWD SOR-2020/ DAR-18/18.33.1
600
4044630
6741.05
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 Based on UP PWD SOR-2020/19.16
2033
643546
316.55
WATER SUPPLY 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. Based on UPPWD SOR-2020 (YEIDA) 0.00 to 1.50m B.G.L
4059.07
295500
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). 200mm dia PVC pipe (6kgf/Sqcm) UPPWD SOR-2020/200 mm dia/12.41.2
53.7
62922
1171.75
180mm dia PVC Pipe (6kgf/Sqcm)
255.4
248248
972
160mm dia PVC Pipe (6kgf/Sqcm)
351.4
181603
516.8
140mm dia PVC Pipe (6kgf/Sqcm)
937.3
443905
473.6
110mm dia PVC Pipe (6kgf/Sqcm)
7721.8
1964812
254.45
Providing and Laying S&S Centrifugally Cast (spun ) /Spun/Ductile Iron Pipes conforming to IS 8329 250 mm dia Ductile Iron class K-7 Pipes Based on DAR -18/18.72.4
620
1851847
2986.85
350mm dia Ductile Iron class K-7 Pipes Based on DAR -18/18.72.6
13.9
66650
4795
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): 110 mm dia : Class-II (UPPWD SOR-2020)/18.31.2.2
2
7294
3647.1
300m m dia : Class-II (UPPWD SOR-2020)/18.31.4.1
1
22632
22632.15
100m m dia : Class-II (UPPWD SOR-2020)/18.31.5.2
2
7294
3647.1
150m m dia : Class-II (UPPWD SOR-2020)/18.31.6.2
3
14485
4828.65
200m m dia : Class-II (UPPWD SOR-2020)/18.31.6.2
1
11231
11231.9
Providing and fixing C.l.Scour valves (with cap)
complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100 mm dia Class -II UP PWD SOR 2020/(AR)
1
3647
3647.1
Providing and fixing C.l.fire hydrant (with cap)
complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100 mm dia Class -II UP PWD SOR 2020/(AR)
1
3647
3647.1
Providing and Fixing C.I. double acting air valve of approved quality with bolts,nuts,rubber insertions etc.complete (The tail pieces,tapers etc if required will be paid separately) 80mm dia UPPWD SOR -2020/18/18.59.2
1
5385
5385
Constructing masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4 coarse sand) for sluice value, with C.I. surface box 100x100mm top diameter, 160mm bottom diameter and 180mm 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: with bricks of class designation 150 Based on UPPWD SOR-2020/DAR-18/18.33.1
5
33705
6741.05
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement trenching,refilling & testing of joints complete as per direction of Engineer in charge. 20mm nominal outer dia pipes.Based on UPPWD SOR-2020/18/18.8.2
3875
1268481
327.35
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