Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date10 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 17,76,37,730
Costs
EMD
₹ 41,92,250Document Cost
₹ 8,850Tender Fee
Refer Documents
Summary
Maintenance And Upgradation Of Roads, Internal And External Drainage, Truck Parking
Description
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Contact
Tender Id
2024_SIDC_964496_1Bid Award Id
ViewTender No
CD_IX_130_Dt_03092024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
PCC M15 in Foundation - Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (for Footpath)
728.8
5736
4180753.91
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge
17510
127
2238478.4
Providing and Fixing at or near ground level precast cement concrete in kerbs, edging etc as per approved pattern and setting in position with cement mortar 1:3 ( 1 Cement : 3 Coarse Sand), including the cost of required centering, shuttering etc. 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone III) derived from natural source: 3 graded stone aggregate 20mm nominal size derived from natural sources.
40.5
7041
285160.5
PCC m15 in Foundation - Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (for Filling in kerbs)
24
5736
137676
Tack Coat on Granular surfaces treated with primer -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
12585
14
176190
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate)
prepared in Batch Type Hot Mix Plant of 100-120 TPH
capacity
1195.57
9761
11669958.77
Bituminous Concrete Grading 1 - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a 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 No. 507 complete in all respects
503.4
11591
5834909.4
Painting Road surface marking with adequate nos of coats to give uniform finish with road marking paint conforming to IS:164 on bituminious surface in white/Yellow shade, including cleaning the surface of all dirt, scales, oil, grease and forign material etc. Complete. New work ( Two or more coats)
732.75
263
192713.25
Solar Studs
396.57
2695
1068756.15
Providing retro reflective regulatory sign board of size 900mm dia m made out of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro reflective sheeting as approved by engineer in charge.
8.55
2198
18792.9
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 earthwith lead upto 50 metres.
12585
73
926256
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
2517
3622
9116574
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
3146.25
3403
10709614.76
PART B ( EXTERNAL PLUMBING)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil
18742.27
189
3553534.39
Extra for every additional lift of 1.5 m. or part thereof in excavation/ banking excavated or stacked materials.
-
-
-
All kinds of soil
1611.9
92
148875.08
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
-
-
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size)
1596.93
6252
9984038.3
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size )
2660.06
4961
13198579.31
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size )
2481.9
7905
19619742.15
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size ).
71.96
8380
603055.74
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Suspended floors, roofs, landings, balconies and access
platform.
216
675
145886.4
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
33092
613
20307236.72
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
312029.81
78
24513061.87
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
1120.44
5195
5820708.21
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:3 (1 cement: 3 fine sand)
17403.1
319
5566033.47
Providing and fixing uPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwed adoptors jointing with solvent cement joint as per manufacturers' recommendations. [for Connections Pipes]
-
-
-
160 mm OD
100
1699
169920
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