Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date19 Feb 2024
Closing Date29 Feb 2024
Tender Amount₹ 91,62,743
Costs
EMD
₹ 1,83,500Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Balance Work Of Road Drain Sewer And Water Supply In Pocket-i Sector - 18 Yea
Description
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Contact
Tender Id
2024_YEIDA_898468_9Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2024/884 DT-15/02/2024Tender 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-2020/16.1
2709.3
226632
83.65
Extra for compaction of earth work in embankment under optimum moisture condiction to give at least 95% of the maximum dry density. UPPWD SOR-2020/16.2
1354.65
13004
9.6
Supplying and stacking at aggregate 90mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.2.
345.09
983730
2850.65
Supplying and stacking at aggregate 63 mm to 45 mm size stone aggregate Based on UP PWD SOR-2020/ 1 6.2
393.45
1142618
2904.1
Supplying and stacking at aggregate 53 mm to 22.4 mm size stone aggregate Based on UPPWD SOR-2020/ 1 6.2
243.99
724162
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
982.53
374393
381.05
Supplying and stacking of Morrum at site. Based on UPPWD SOR-2020/16.3.10
226.51
664908
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
822
115038
139.95
Providing and Laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on 80/120@1.20 KG SQM laid on prepared wheeled steel roller. MORTH/AR/502
2637.72
237342
89.98
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. MORTH/AR/508
2637.72
38906
14.75
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
2637.72
577924
219.1
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
1694.82
123382
72.8
SEWERAGE WORK :- 1.5- 3.0M B.G.L
466.66
40972
87.8
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collers jointed with stiff mixture of cement mortar in the propotion of 1:2(1cement:2 fine sand) including 250mm dia UPPWD SOR-2020/19.6.3
377
223033
591.6
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. 150mm Based on UPPWD SOR-SOR-2020/19.6.2
384
121248
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 Based on UP PWDSOR-2020
377
139301
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-2 pipe of following diameter including centring shuttering but excluding excavation as per approved. 150mm dia for House connecting Based on UP PWDSOR-2020
354.56
77347
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 UPPWD SOR-2020/19.9.1.1
2
19345
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. Based on UPPWD SOR-2020/19.10.1
0.8
3912
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 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 adn 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) UPPWD SOR-2020/19.11.1.1
8
147184
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. Based on UPPWD SOR-2020/19.12.1
5.11
32226
6306.65
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: with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Based on UPPWD SOR-2020/DAR-18/18.36.1
64
459292
7176.45
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
96
30388
316.55
Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1(1cement: 1fine sand) including testing of joints etc. complete 150mm dia UPPWD SOR-2020/19.34.2
64
24284
379.45
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)
515.84
37553
72.8
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 UP PWDSOR-2020
75.43
439002
5820
Centering and shuttering including strutting, propping etc. and removal of form for: Foundation, footing, bases of columns, etc. for mass concrete. Based on UP PWDSOR-2020/5.9.1
130.4
23687
181.65
Brick work with brick of class designation M-150 in foundation and plinth in cement mortar 1:6 (1cement:6 coarse sand) Based on UP PWDSOR-2020/6.1.2
166.27
731588
4400
12mm cement plaster of mix : 1:6(1cement : 6coarse sand) Based on UP PWDSOR-2020/13.4.2
1138.92
187694
164.8
Centering & Shuttering including strutting, propping etc.- Suspended floor, roofs, landings, balconies and access platform:Based on UP PWDSOR-2020/5.9.3
9.9
3957
399.7
Centering & Shuttering including strutting, propping etc.- Suspended floor, roofs, landings, balconies and access platform Edges of slabs and breaks in floors and walls Above 20cm wide :Based on UP PWDSOR-2020/5.9.16.2
9.9
5546
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. Based on UPPWD SOR-2020/5.33.1
13.5
105970
7849.65
Rainforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. A) Cold Twisted bars Base on UP PWD SOR-2020/5.22.1
1324.69
122401
92.4
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 dismantelled materials upto distance of 50m from centre of trenches. All kinds of soil. Based on UPPWD SOR-2020/251a/P-14 (YEIDA)
4157.45
302662
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). UPPWD SOR-2020/12.41.2 110mm dia
594.51
151273
254.45
WATER SUPPLY: 140mm dia
24
11366
473.6
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
3
10941
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 100mm 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Based on UPPWD SOR-2020/DAR-18/18.33.1
3
21529
7176.45
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