Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Oct 2024
Closing Date30 Oct 2024
Tender Amount₹ 13,51,32,009
Costs
EMD
₹ 23,51,500Document Cost
₹ 6,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_YEIDA_965877_3Tender No
YEA/OSD(R.K.)/2024/960 DT-15/10/2024Tender 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 after, 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 meters.UPPWD/SOR-2020/DAR-18/AR/16.2
23075.42
1
42689.53
Supplying and stacking at site : 90mm to 45mm size stone aggregate UPPWD/SOR-2020/DAR-18/16.3
3080.06
2850
8780173.04
Supplying and stacking at site : 63mm to 45mm size stone aggregate UPPWD/SOR-2020/DAR-18/16.3
2471.36
2904
7177076.58
Supplying and stacking at site : 53mm to 22.4mm size stone aggregate UPPWD/SOR-2020/DAR-18/16.3
2166.89
2968
6431329.52
Supply and stacking of Moorum at site : Moorum UPPWD/SOR-2020/DAR-18/16.3.10
1790.43
2935
5255717.74
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type ofscreening/binding material ot fill up interstices of coarse aggregate, watering and compacting to the required density. UPPWD/SOR-2020/DAR-18/16.1
7718.3
381
2941058.22
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 meters. With bricks of class designation 150. UPPWD/SOR-2020/DAR-18/16.7.1
8100
139
1133595
Providing laying surface dressing as wearing course in single coat using crushed stone aggregate by specified size on layer of bituminous binder laid on prepared surface and rolling with 8-10 tonn smooth whaled steel.MORTH/(AR)502
3291.54
96
316975.3
P&L tack coat with bitumin emulsion pressure distributor at the rate of 0.25kg on the prepared surface granuar surface clened with mechanical broom
23425.83
15
366614.24
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2mm to 0.09mm (Type-a) or 13.2mm to 0.09mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing cousre 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. MORTH/(AR) 508
23425.83
234
5496871.01
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. a) 250mm dia Laying for Service crossing @ 250mtr apart.Based on UPPWD/2020/19.6.3
544
707
385016
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrant, with C.l. surface box 350x350mm. top diameter, 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix(1cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1cement: 5fine snad: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement: 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with F.P.S. Bricks .Based on UP PWD SOR-2020 /18.36.1
44
6807
299549.8
SEWER LINE:-Excavation in foundation in ordinary soil for laying of Sewers including cutting of joints, pits, trimming, dressing, levelling. including removal of surplus earth and other dismantalled materials up to a distance of 50m. from the centre of trenches (Where Machine not reachable) 0-1.50 M.B.G.L. UP PWD SOR-2020
1630.89
72
118728.79
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc. complete: 250mm dia UPPWD/SOR-2020/19.6.3
4803.42
591
2841703.27
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.UP PWD SOR /250mm dia
165.35
707
117026.46
Supply of ISI marked R.C.C NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubber rings. 150mm dia UPPWD/SOR-2020/19.6.2
1164
315
367533
Providing and laying in position cement concrete 1:4:8 (1 cement : 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. UP PWD SOR / 250 mm dia
157.3
375
59129.07
Providing and laying in position cement concrete 1:4:8 (1 cement : 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 drawing. UP PWD SOR /150 mm dia
1078.64
218
235305.32
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 (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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (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.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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. UP PWD SOR-2020/19.9.1.1
183
9672
1770113.25
Extra Depth of 1.22 dia 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 182 Kg. fixed in cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing poly propelene foot rest but excluding excavation all complete. UPPWD/SOR-2020/19.10.1.1
44.63
4890
218242.93
Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top 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 : 4 coarse sand : 6 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 a floating coat of neat cement all complete as per standard design.1.68 m 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete.(Excavation, foot rests arid 12mm thick cement plaster at the external surface shall be paid for separately) UPPWD SOR-20/DAR-18/19.11.1.1
26
18398
478348
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 182 Kg. fixed in cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing poly propelene foot rest but excluding excavation all complete. UPPWD/SOR-2020/19.12.1.1
10.96
6306
69120.88
Constructing brick masonary circular type manhole 1.52m internal dia at bottom and 0.56m dia at top 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (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. 2.30 m 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete UP PWD SOR-20/ DAR-18/19.13.1.1
31
38724
1200454.85
Extra Depth of 1.52dia 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 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing poly propelene foot rest but excluding excavation all complete. UP PWD SOR /19.14.1.1
12.21
14933
182331.93
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 7.5 based on DAR-18 UPPWD SOR-2020/18.33.1
194
6807
1320742.3
Providing and fixing S.W. Intercepting trap in manholes with stiff mixture of cement mortar 1:1(1 cement: 1 fine sand) including testing of joints etc. complete 150MM Dia. UP PWD SOR-2020/19.34.2
194
379
73613.3
Providing and laying in position cement concrete specified grade excluding the cost of centering and shuttering All work up to plinth level: 1.4.8(1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) UP PWD SOR -2020/4.1.8
210.86
5820
1227205.2
Brick work with brick of class designation M-150 in foundation and plinth in cementmorter 1:6 (1cement: 6 coarse sand ) UPPWD/SOR/6.1.2
838.77
4950
4151911.5
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 minimun 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 beside necessary and adequate anchoring projections on tail length on 138mm 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: 3coarse sand: 6 graded stone aggregate 20mm nominal size) complete as per design. size) Based on UP P SOR-2020/19.16
1131
316
358018.05
PART-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 All kind of soil . (UPPWD/SOR-2020
4157.45
72
302662.36
Providing and laying and jointing and testing of PVC pipe (Kisan, Supreme, Finoles quality or equivalent) of following dia Pressure 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 ). UP PWD SOR-2020/ 90mm dia
3812
225
860749.6
110 mm dia
337
283
95674.3
140 mm dia
236
478
112949.6
Providing and laying S&S Centrifugally Cast (Spun) Ductile Iron Pipes of Class K 9 conforming to IS 8329:
200 mm dia Ductile Iron Class K-7 pipes UPPWD SOR-2020 BASED ON DAR-18 (18.72.3)/AR-YEIDA
478
1674
800315.4
Providing and fixing C.l. 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) 80 mm Dia Kg based on DAR-18 UPPWD SOR-2020/18.59.2/AR-YEIDA
2
5385
10770
Providing and fixing C.l. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 80 mm dia UP PWD SOR 2020/AR/YEIDA
8
3279
26237.6
100 mm dia UP PWD SOR 2020/18.31.1.2 /AR/YEIDA
1
3647
3647.1
125 mm dia UP PWD SOR 2020/18.31.2.3/AR/YEIDA
1
3554
3554.15
150 mm dia UP PWD SOR 2020/18.31.2.4 /AR/YEIDA
1
4828
4828.65
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 7.5 based on DAR-18 UPPWD SOR-2020/18.33.1
13
7206
93679.95
Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. 15 mm dia. nominal bore UP PWD SOR 2020 /DAR-18/18.12.1
776
171
132696
Providing and fixing G.l. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm dia. nominal bore UP PWD SOR 2020 /DAR-18/18.46.1
194
128
24929
Providing and fixing brass ferrule with C.l. mouth cover including boring and tapping the main: 15 mm dia. nominal bore UP PWD SOR 2020 /DAR-18/18.20.1
194
256
49702.8
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.AR/YEIDA
87.75
72
6388.2
Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work UPPWD SOR /281/P-17
727.98
5820
4236843.6
Centering & shuttering including strutting, propping etc. – Foundations, footings, bases of columns, etc, for mass concrete. Under 20cm wide (DAR/5.9.1/Based on UPPWD/SOR-2020)
2245.6
181
407913.24
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020))
13321.16
335
4469915.24
Centering and shuttering including strutting, propping etc and removal of form for: Suspended floors, landings, balconies and access platform. (DAR/5.9.3/Based on UPPWD/SOR-2020))
118.6
390
46277.72
Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls.Above 20cm wide UP PWD SOR 2020/DAR-18 / 5.9.16.2
105.6
560
59162.4
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 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 up to Plinth level. UP PWD SOR 2020/DAR-18 / 5.33.1
2019.94
7849
15855822.02
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)
198206.46
94
18671048.53
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