Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Road Construction
Consultancy Services
Eprocure
Opening Date27 Jul 2022
Closing Date10 Aug 2022
Tender Amount₹ 17,13,16,202
Costs
EMD
₹ 27,14,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_YEIDA_717223_2Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2022/612 DT-15/07/2022Tender 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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All leads
114383.54
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305.3
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, 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 with lead upto 50 metres. (DAR/16.1/Based on UPPWD/SOR-2020))
32169.68
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83.65
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Supplying and stacking at site.
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-
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90 mm to 45 mm size stone aggregate (DAR/16.3.1/Based on UPPWD/SOR-2020))
2785.24
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2850.65
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63 mm to 45 mm size stone aggregate (DAR/16.3.2/Based on UPPWD/SOR-2020))
2513.98
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2904.1
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53 mm to 22.4 mm size stone aggregate (DAR/16.3.3/Based on UPPWD/SOR-2020))
2491.31
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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))
7790.54
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381.05
... More
Supplying and stacking at site. Moorum (DAR/16.3.10/Based on UPPWD/SOR-2020))
1558.11
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2935.45
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Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020)
2224.56
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4238.8
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Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller 8 to 10 tonne capacity to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020)
2325
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4836.6
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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))
8366
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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
14907
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100.44
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Providing and applying tack coat on the prepared surface with bitumen Medium setting emulsion in boiler and spraying the emulsion with spray set fitted on bitumen boiler including cleaning, preparing the existing road surface as per specifications (MORTH-503(b)/AR/YEIDA/Based on UPPWD/SOR-2020))
-
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-
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On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm
30098
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17.1
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Providing, laying & rolling of close graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.09mm (Type-a) or 13.20mm to 0.09mm (Type-b) aggregates using penetration grade bitumen CRMB-55 to the required line grade and level to same 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. (MORTH/512/A.R./YEIDA/Based on UPPWD/SOR-2020)
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25mm compacted thickness with bitumen penetration of CRMB-55
30098
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311.75
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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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-
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Depth from 0.0 to 1.5 M below G.L.
444.29
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72.8
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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 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (AR/YEIDA/Based on UPPWD/SOR-2020)
-
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-
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250mm dia NP-3 pipe
736
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460
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm 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), 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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-
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With bricks of class designation-150 (DAR/18.36.1/Based on UPPWD/SOR-2020))
46
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6964.3
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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)
32.09
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5820
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M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)
65.6
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4950
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020)
186
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164.8
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DAR/16.69/Based on UPPWD/SOR-2020)
47.12
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6899.8
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White washing with lime to give an even shade: New work (three or more coats) (DAR/13.37.1/Based on UPPWD/SOR-2020)
620
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22
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Part-B : Drain Work:
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-
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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)
556.25
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5820
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M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)
10.56
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4950
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))
1844.7
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181.65
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020))
11200.47
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335.55
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020))
73.35
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399.7
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Edges of slabs and breaks in floors and walls. : Above 20 cms wide. (DAR/5.9.16.2/Based on UPPWD/SOR-2020))
90.48
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560.25
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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))
1607.42
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7849.65
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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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-
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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))
157727.66
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108.35
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020)
94.04
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164.8
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Part-C : Sewer Work:
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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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-
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Depth from 0.0 to 1.5 M below G.L.
1556.03
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72.8
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Providing and carting of following dia RCC hume pipe S&S NP-2 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (AR/YEIDA/Based on UPPWD/SOR-2020)
-
-
-
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250mm dia NP-2 pipe
3471.08
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533.55
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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 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (AR/YEIDA/Based on UPPWD/SOR-2020)
-
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-
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250mm dia NP-3 pipe
87.19
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460
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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/YEIDA/Based on UPPWD/SOR-2020)
-
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-
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250mm dia NP-2 concrete cradle
3394.72
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369.5
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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-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA/Based on UPPWD/SOR-2020)
-
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-
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250mm dia NP-3 concrete cradle
83.05
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375.9
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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)
1168
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315.75
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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/YEIDA/Based on UPPWD/SOR-2020)
-
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-
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150mm dia NP-2 concrete cradle
1033.68
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218.15
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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))
198
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9672.75
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With bricks of class designation-150 (DAR/19.10.1/Based on UPPWD/SOR-2020))
52.04
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4890.05
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m 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 (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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-
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1.68 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 12 mm thick cement plaster at the external surface shall be paid for separately) :
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-
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With bricks of class designation-150 (DAR/19.11.1.1/Based on UPPWD/SOR-2020))
18
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18398
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Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m: With bricks of class designation-150 (DAR/19.12.1/Based on UPPWD/SOR-2020))
4.31
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6306.65
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m 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 (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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2.30 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 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DAR/19.13.1.2/Based on UPPWD/SOR-2020))
13
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38724.35
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-150 (DAR/19.14.1/Based on UPPWD/SOR-2020))
4.02
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14933
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm 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 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DAR/19.16/Based on UPPWD/SOR-2020))
755
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316.55
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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))
336
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7401.1
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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 :
-
-
-
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150mm dia (DAR/19.34.2/Based on UPPWD/SOR-2020))
336
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379.45
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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)
93.11
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5820
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M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)
186.57
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4950
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Part-D : Site Grading
-
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-
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. (MORTH-305). All kinds of soil. (A.R./YEIDA/Based on UPPWD/SOR-2020))
-
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-
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Lead upto 10.00 Km
65505.66
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305.3
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