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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 CrAccepted-Finance | ₹4.6 Cr | 1 | Accepted-Finance ok |
| 2 | 2₹4.8 Cr+₹12.4 L (2.68%)Accepted-Finance | ₹4.8 Cr+₹12.4 L (2.68%) | 2 | Accepted-Finance ok |
| 3 | 3₹4.9 Cr+₹22.6 L (4.87%)Accepted-Finance D 5 CC COLONY DELHI 7 | ₹4.9 Cr+₹22.6 L (4.87%) | 3 | Accepted-Finance ok |
| 4 | 4₹5.1 Cr+₹46.2 L (9.96%)Accepted-Finance 711 S S T NAGAR PATIALA PUNJAB 147001 91 99150 03011 | ₹5.1 Cr+₹46.2 L (9.96%) | 4 | Accepted-Finance ok |
| 5 | 5₹6.0 Cr+₹1.3 Cr (28.8%)Accepted-Finance 9 206 UDAY SINGH JAIN ROAD ALIGARH 202001 | ALIGARH | UTTAR PRADESH | 202001 | ₹6.0 Cr+₹1.3 Cr (28.8%) | 5 | Accepted-Finance ok |
Tender Value
Refer Docs
EMD Value
₹11.1 L
Closing Date
18 Mar 2021, 2:00 pmClosed
Superintending Engineer
S E ECTC SLDC Campus UPPTCL Lucknow
Construction of well foundation for Devha River crossing at R C Tower location no 212 and 213 by 132 KV double circuit Amariya Puranpur Line
2021_UPCTL_561272_1
108/ECTC(L)/2020-21
Open Tender
Civil Works
Item Wise
90 days
S E ECTC SLDC Campus UPPTCL Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Ex. En. ECTD-Bareilly
₹11.1 L
2 Jun 2021
1 Mar 2021
20 Mar 2021
1 Mar 2021
18 Mar 2021
1 Mar 2021
Amount
Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01)
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits, not exceeding 0.5M in depth and earthwork in embankment to be in 20cm layers, including ramming & dressing the surface to reqd. levels and slopes. (CSI No. 4.03)
Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a)
Clearing jungle including uprooting of rank vegetations, grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPCL area cleared. (CSI No. 4.08)
Levelling and dressing and making proper slopes including cutting and filling of earth upto a depth 100mm if so required including all labour T&P etc. required for proper completion of the work . (CSI No. 4.11)
First class brick work in 1:4 cement and coarse sand (F.M.1.8 to 2.5)mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work (CSI No. 6.03)
12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07)
Sand filling in well available at site as per Drawing Technical Specification complete & as directed by E/I including watering, dressing, Labour T&P etc. required for proper completion of work. (NSI Based on MORTH Data Book IRC SI No. 12.21 Page No. 422 (NSI Approved by SE, ECTC, Lko. )
Arranging and providing Hire Charges of excavator ( JCB etc.) including cast of fuel along with Driver/Operator.(CSI No. Ch 02,21h)
Plain cement concrete M-15 (nominal mix 1:2:4) in Bottom plug of the well with O.P.C Grade 43 cement (not less then 300 Kg per Cum.) coarse sand (F.M. 1.5 to 2.0) and crushed stone aggregate 40 mm (60%) 20mm (30%) 10mm (10%) nominal size including admixture & 10% extra cement for under water concreting and including supply of all material, labour, T&P etc. required for proper completion of the work (NSI Based on MORTH Data Book IRC SI No. 12.11 C Page No. 354 & Item No. 12.08 A Page No. 335. (NSI Approved by SE, ECTC, Lko. )
Plain cement concrete M-15 (nominal mix 1:2:4) in Top plug of the well with O.P.C Grade 43 cement (not less then 300 Kg per Cum.) coarse sand (F.M. 1.5 to 2.0) and crushed stone aggregate 40 mm (60%) 20mm (30%) 10mm (10%) nominal size including supply of all material, labour, T&P etc. required for proper completion of the work (NSI Based on MORTH Data Book IRC SI No. 12.11 E Page No. 362 & Item No. 12.08 A Page No. 335. (NSI Approved by SE, ECTC, Lko. )
Reinforced Cement.Cement M-20 (nominal mix 1:1.5:3) in well steining with O.P.C grade 43 cement (cement not less than 400 kg per cum.) Coarse sand (F.M. 1.8 to 2.5) and cruhed stone aggregate 20mm (60%) and 10mm (40%) nominal size but excluding the cost of reinforcement steel which shall be measured separately concrete shall be mechanically mixed place in well steining and compacted with needle vibrator complete as per drwaing and technical specification including supply of all material, labour and T&P etc. required for proper completion of the work (NSI Based on MORTH Data Book IRC SI No. 12.11 B-III Page No. 352 & Page No. 336. (NSI Approved by SE, ECTC, Lko. )
Reinforced Cement.Cement M-25 (nominal mix 1:1:2) in well Curb with O.P.C grade 43 cement (cement not less than 550 kg per cum.) Coarse sand (F.M. 1.8 to 2.5) and cruhed stone aggregate 20mm (60%) and 10mm (40%) nominal size but excluding the cost of reinforcement steel which shall be measured separately concrete shall be mechanically mixed place in well curb and compacted with needle vibrator complete as per drwaing and technical specification including supply of all material, labour and T&P etc. required for proper completion of the work (NSI Based on MORTH Data Book IRC SI No. 12.11 A-II Page No. 351 (NSI Approved by SE, ECTC, Lko. )
Reinforced Cement.Cement M-20 (nominal mix 1:1.5:3) in well cap/Beam/Chimney with O.P.C grade 43 cement (cement not less than 400 kg per cum.) Coarse sand (F.M. 1.8 to 2.5) and cruhed stone aggregate 20mm (60%) and 10mm (40%) nominal size but excluding the cost of reinforcement steel which shall be measured separately concrete shall be mechanically mixed well cap/Beam/ Chimney and compacted with needle vibrator complete as per drwaing and technical specification including supply of all material, labour and T&P etc. required for proper completion of the work (NSI Based on MORTH Data Book IRC SI No. 12.11 F-I Page No. 363 (NSI Approved by SE, ECTC, Lko. )
Providing Fabricating and laying cutting edge made out of MS Angle & plates including cutting, bending, moulding making holes joining in rquired shapes, Welding as per approved Drawing and technical specification for well foundation and erecting in position including cost of all material, labour, & T&P etc. required for successful completion of the work as directed by E/I (NSI Based on MORTH data book item No. 12.10 pages-350 (NSI Approved by SE, ECTC, Lko. )
Fixing of template to fixed stub for tower erection including stub setting leveling alignment and cartage of the same from store to site (stub shall be provided by the department free of cost) (NSI Based on previously approved item by S.E E.C.T.C LKO copy enclosed. (NSI Approved by SE, ECTC, Lko. )
HYSD Reinforcement Bar of TATA/SAIL make including supply cutting, bending, placing & binding with binding wire or welding where required in all parts of the well foundation as per approved drawing and technical specification inclding cost of all material, labour, tools, tackles plants and equipment etc. complete as required for successful completion of the work (NSI Based on MORTH data book item No. 12.40 pages-448 (NSI Approved by SE, ECTC, Lko. )
Sinking of 6.0 m external diameter well throught all kind of strata such as sand, clay, silt in alluvial soil mixed samll kankar (Bajri) rock etc. by dredging out the muck with suitable devices and loading the well for further sinking where well is not sinking under its self weight, also emgaging all limits to control the tilt and swift within the permissible limits (max tilt 1 in 8 and max. swift of 150 mm in resultant direction) any change in actual tilt and swift may necessiate change in the design of well and cantilever etc and any extra cost on this account shall have to be brone by the contractor, as directed by E/I including cost of all material, labour, T&P Machinery etc. required for proper completion of the work (Depth of sinkingis to recokned from the bed level. (Based on MORTH Data Book IRC SI No. 12.12 Page No. 371 & 373. 1- For 0.00m to 3.00m
2 For 3.00m to 10.00m
3 For 10.00m to 20.00m
Providing and constructing temporary island for required diameter for construction of 6m dia well foundation with 8" dia 9 m long vertical wooden ballies 2' dia wooden ballies for bracing and sand bags (Assuming depth of water 4.0m and height of island to be 4.5m) as directed by E/I including supply of all materials, labour and T&P etc. required for proper completion of work (Based on MORTH Data Book item No. 12.09 (B) Page-348-349 (NSI Approved by SE, ECTC, Lko. )
Providing and constructing 5.00 m wide 0.50 m high service road to reach island location with sand bags and compacted earth as directed by E/I including supply of all material Labour and T&P etc. required for proper completion of the work (Based on MORTH Data Book item No. 12.09 (C) Page-349 (NSI Approved by SE, ECTC, Lko. )
M/S Krishna Associate
AMIT CONSTRUCTION Co.
NANDA CONSTRUCTION CO
Technical Construction Company
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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