Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Sep 2024
Closing Date20 Sep 2024
Tender Amount₹ 2,94,69,176
Costs
EMD
₹ 6,95,472Document Cost
₹ 7,053Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_955268_1Bid Award Id
ViewTender No
CD-1_63_Dt_09082024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
Dismantling of old brick work or stone work in lime or cement mortar and including stacking of materials as the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 47 SI NO 17.02 ITEM NO 692.)
166.48
99888
600
Excavation in foundation in ordinary soil including lift upto 1.5 m and lead upto 30 m and including filling, watering and ramming of excavated earth into the 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 all complete as per direction of engineer in charge.{ AS PER PWD SOR 2022 PAGE NO 15 SI NO 4.01 ITEM NO 251 (a).}
676
74360
110
Providing and laying precast RCC drain of M30 grade concrete inside forms including all materials, centering and shuttering, labour, T&P for fixing of the same. All necessary arrangement for vibration, compaction & curing etc. at yard complete as directed by Engineer In charge. Cost of reinforcement is not included here.
183.1
1564626
8545.2
Shifting of segment from casting Yard to site by trailer including loading, unloading, placing and aligning the segment as per the line level. Casting yard must be situated around 3-4 kms periphery from site
183.11
329589
1800
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. Lead Upto 10 Kms. As Per SI No. 253 + 231(C)+ 231(A)
1749.3
616103
352.2
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.
1275
119276
93.55
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 motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
964.05
3815613
3957.9
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 paver finisher 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
446.07
1899276
4257.8
S/L DLC as per MORTH Specification 601 C Item no 21.18 150 Kg cement/ cum of concrete, coarse sand as per IS 383 @ .45 cum/cum of cocrete and Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes as per table 600.1 @ .9 cum/cum of concrete conforming to clause 602.2.6 he direction of engineer - in - charge.
649.48
3381192
5206
S/L PQC M-40 grade of concrete as per MORTH Specification 602 C Item no 21.19 400 Kg cement/ cum of concrete, coarse sand as per IS 383 conforming to clause 602.2.4 @ .45 cum/cum of cocrete and Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Admixture @ 0.5 % of cement. The deviation of cement in design mix concrete may be paid or recover as case may be.
1818.53
12935203
7113
S/L of 125 micron polythene sheet beneath PQC
6494.75
97421
15
Cement Concrete with 4 cm guage approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plant etc. required for proper completion of work. As per SI No. 281
140.9
859490
6100
R.C.C. work with cement, approved coarse sand & 20mm approved stone ballast in proportion of 1:1.5:3 in T-beam & slabs roof and R.C.C Column. including aupply all materials but excluding supply of reinforcement & its bending but including its fixing in position & binding the same with 24 BWG GI binding wire & including the cost of binding wire & including providing & fixing necessary centering & shuttering & its removal after completion of work & supply of all other materials, labour T&P etc.required for proper completion of work. SI No. 287(A
16.6
134460
8100
S/F M:S (tor steel or plain) in plain work such as R:C:C or R:B work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & wasteage, bend, hooks, and authorised overlapping shall be measured etc all complete as per direction of engineer in charge.
293.15
2317849
7906.7
Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.
757.5
712050
940
Road marking with Hot applied Thermo Plastic compound with reflectorising glass beads on bituminous surface. Providing and laying of hot applied Thermo Plastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC 35-2015. The finished surface to be level, uniform and free from streak and holes. Rates including of all T&P, material and labour required for proper completion of work.
353.5
218463
618
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