Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Eprocure
Opening Date10 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 15,19,048
Costs
EMD
₹ 30,500Document Cost
₹ 840Tender Fee
Refer Documents
Summary
Construction Of Road Drain Sewer And Water Supply Work In Rehabilitation And Resettement Area Of Village- Abadi In Jewar Banger Yeida.wc-04
Description
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Contact
Tender Id
2024_YEIDA_954213_10Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2024/948 DT-04/09/2024Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Supplying and stacking at site.
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90 mm to 45 mm size stone aggregate (DAR/16.3.1/Based on UPPWD/SOR-2020))
21.78
62087
2850.65
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63 mm to 45 mm size stone aggregate (DAR/16.3.2/Based on UPPWD/SOR-2020))
15.85
46029
2904.1
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53 mm to 22.4 mm size stone aggregate (DAR/16.3.3/Based on UPPWD/SOR-2020))
15.57
46211
2968
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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 of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (DAR/16.4/Based on UPPWD/SOR-2020))
53.2
20271
381.05
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Supplying and stacking at site. Moorum (DAR/16.3.10/Based on UPPWD/SOR-2020))
10.64
31254
2937.45
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DAR/16.7.1/Based on UPPWD/SOR-2020))
60
8397
139.95
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder 80/100 @ 1.20 Kg. laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. (MORTH-510/A.R./YEIDA/Based on UPPWD/SOR-2020))
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Case-1: 13mm nominal chipping size
185.13
17846
96.4
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Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25Kg per Sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH-503(ii)/AR/YEIDA/Based on UPPWD/SOR-2020)
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On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm
185.13
2823
15.25
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Providing and laying dense graded bitumen macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 60/70 @ 4.25% of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 507 complete in all respects. (MORTH-507/A.R./YEIDA/Based on UPPWD/SOR-2020)
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40mm compacted thickness with bitumen penetration of 60/70 @ 4.25% by weight of total mix.
7.41
83541
11274.2
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 509 complete in all respects. (MORTH-509/AR/YEIDABased on UPPWD/SOR-2020)
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30mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix
5.55
73993
13332.25
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Drain work
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(a))
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Depth from 0.0 to 1.5 M below G.L.
32.4
2358
72.8
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Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)
5.67
32999
5820
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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 separately).
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All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020))
23.09
178785
7743
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020))
163.8
54963
335.55
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Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020))
10.8
4172
386.35
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Edges of slabs and breaks in floors and walls. : Above 20 cms wide. (DAR/5.9.16.2/Based on UPPWD/SOR-2020))
10
5602
560.25
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020))
2718.85
261553
96.2
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020))
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Depth from 0.0 to 1.5 M below G.L.
284.54
20714
72.8
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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. (AR/GNIDA)
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250mm dia NP-2 concrete cradle
60
22554
375.9
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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. (AR/GNIDA)
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150mm dia NP-2 concrete cradle
127.44
27801
218.15
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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 (1 cement : 2 fine sand) including testing of joints etc. complete :
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250 mm dia R.C.C. pipe (DAR/19.6.3/Based on UPPWD/SOR-2020))
60
42465
707.75
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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 (1 cement : 2 fine sand) including testing of joints etc. complete :
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150 mm dia R.C.C. pipe (DAR/19.6.2/Based on UPPWD/SOR-2020))
144
45468
315.75
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. 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), including 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 :
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With bricks of class designation-150 (DAR/18.33.1//Based on UPPWD/SOR-2020))
36
242677
6741.05
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
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0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be 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 centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :
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With bricks of class designation-150 (DAR/19.9.1.1/Based on UPPWD/SOR-2020))
15
145091
9672.75
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020))
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Depth from 0.0 to 1.5 M below G.L.
63.36
4612
72.8
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Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/YEIDA/Based on UPPWD/SOR-2020)
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110 mm dia (O.D.)
60
16685
278.09
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