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₹ 25,25,80,573
Costs
EMD
₹ 35,25,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Balance Internal Development Work Of Pocket -3b, 3c And 4a (road Drain Sewer And Water Supply )
Description
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Contact
Tender Id
2024_YEIDA_930304_9Bid 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
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
56942.07
4763204
83.65
Supplying and stacking at site 90mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.3.1
7061.54
20129979
2850.65
63 mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.3.2
5820.63
16903691
2904.1
53 mm to 22.4 mm size stone aggregate Based on UPPWD SOR-2020/ 1 6.3.3
3670.99
10895498
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
16553.16
6307747
381.06
Supplying and stacking of Morrum at site. Based on UPPWD SOR-2020/16.3.10
3853.55
11311980
2935.47
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
18477.9
2585982
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
52668.38
658354
12.5
Providing, laying and rolling of close-graded premix surfacing material of 20 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
52668.38
10728549
203.7
Earth work in excavation in ordinary soil in alll type of foundation trenches including dressing of sides and ramming of bottoms lifte upto 1.5m including getting out the excavated soil and the diposal of surplus excavated soil as directed within a lead of 50 Based on UP PWD SOR-2020/AR/YEIDA
1895.4
137985
72.8
Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm NP3 pipe Based on UP PWD SOR-2020/AR/YEIDA
1755
1241925
707.65
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 slab 1:2:4 mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 (1 cement : 3coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design: with F.P.S. bricks UP PWD SOR-2020/AR/YEIDA/18.36.1
390
2629009
6741.05
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
16235.21
1181923
72.8
Depth from 1.5m to 3.0m below
6633.13
582388
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
1602.78
9328179
5820
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
5715.65
44864994
7849.5
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
4676.91
849560
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
33359.84
11193894
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
429.12
168772
393.3
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
295.06
165307
560.25
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
560848.16
53953592
96.2
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
16204.39
1179679
72.8
1.5-3.00 M B.G.L
9071.92
796514
87.8
3.00 - 4.50 M B.G.L
5746
590688
102.8
4.50 - 6.00 M B.G.L
558.05
65738
117.8
Supply 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
7592.65
4491811
591.6
150mm dia
4360
1376670
315.75
Supply and laying of ISI marked R.C.C NP.3pipes 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
417.26
295274
707.65
350mm dia
150.9
208981
1384.9
400mm dia
718.28
1249807
1740
450mm dia
108.22
205466
1898.6
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-2 pipe of following diameter including centring shuttering but excluding excavation as per approved. 150mm dia NP.2 pipe Based on UP PWDSOR-2020
3858.6
841753
218.15
250mm dia NP-2 pipe
7305.61
2699422
369.5
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. 250mm dia Based on UP PWDSOR-2020
383.22
144033
375.85
350mm dia
141.7
102477
723.2
400mm dia
685.16
589443
860.3
450mm dia
90.74
90508
997.45
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
510
4933102
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
236.32
1155616
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
96
1766208
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
34.48
217453
6306.65
Constructing brick masonry circular manhole I .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)
117
4530748
38724.35
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
174.84
2610885
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 Based on UP PWD SOR-2020/19.16
4374
1384589
316.55
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
378
2548116
6741.05
WATER SUPPLY 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). 110mm dia PVC pipe (6kgf/Sqcm) UPPWD SOR-2020/200 mm dia/12.41.2
7860.7
2000155
254.45
140mm dia PVC Pipe (6kgf/Sqcm)
714.6
338434
473.6
160mm dia PVC Pipe (6kgf/Sqcm)
119.9
61964
516.8
180mm dia PVC Pipe (6kgf/Sqcm)
249.3
242319
972
200mm dia PVC Pipe (6kgf/Sqcm)
60.4
70773
1171.75
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
436.1
939533
2154.4
300mm dia Ductile Iron class K-7 Pipes Based on DAR -18/18.72.5
52.9
142401
2691.9
350mm dia Ductile Iron class K-7 Pipes Based on DAR -18/18.72.6
10.1
32173
3185.5
Earth work in excavation in ordinary soil in alll type of foundation trenches including dressing of sides and ramming of bottoms lifte upto 1.5m including getting out the excavated soil and the diposal of surplus excavated soil as directed within a lead Depth from 0.0 to 1.5M below G.L
3577.04
260408
72.8
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): 125 mm dia : Class-II (UPPWD SOR-2020)/18.31.2.2
1
3554
3554.15
200m m dia : Class-II (UPPWD SOR-2020)/18.31.4.1
1
11231
11231.9
250m m dia : Class-II (UPPWD SOR-2020)/18.31.5.2
3
54407
18135.95
300m m dia : Class-II (UPPWD SOR-2020)/18.31.6.2
1
22632
22632.15
350m m dia : Class-II (UPPWD SOR-2020)/18.31.6.2
1
22632
22632.15
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)
4
14588
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)
4
14588
3647.1
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
7
47187
6741.05
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 350x350mm 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-18/18.36.1
1
6741
6741.05
Providing and laying flanged CI standerds specials such as Tee,Bends,Collars,Tapers,Caps etc) suitable for flanged jointing as per IS:1538 supplu of DI,CI,MS specials such as (bends,gaps,pieces,tapers,tee etc) DSR 2012/18.66.1 10% Cost of (36+36.01+36.02) item
1
111410
111410.89
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