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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹13.7 LAccepted-AOC | L-1 | Accepted-AOC L-1 Bidder | |
| 2 | Rejected-Technical | - | Rejected-Technical Concluded from BOQ, as L-2 bidder. | |
| 3 | Rejected-Technical RAYATWARI PRAGATI NAGAR BINA APARTMENT CHANDRAPUR 442401 | CHANDRAPUR | MAHARASHTRA | 442401 | - | Rejected-Technical Concluded from BOQ, as L-4 bidder. | |
| 4 | Rejected-Technical | - | Rejected-Technical Concluded from BOQ, as L-3 bidder. | |
| 5 | Rejected-Technical BEHIND ROMA BAR IN SHASTRAKAR LAYOUT CHANDRAPUR 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | - | Rejected-Technical Concluded from BOQ, as L-6 bidder. |
Tender Value
₹24.2 L
EMD Value
₹30,300
Closing Date
24 Aug 2022, 5:00 pmClosed
SO(CIVIL) CHA
Office of AGM/CHA
Miscellaneous work of extended portion of HLC railway siding under HLSA of Chandrapur Area.
2022_WCL_252146_1
WCL_CHA_civil_eT-055
Open Tender
Civil Works - Others
Item Rate
90 days
HLSA
As per NIT
4 documents required · 4 mandatory
₹30,300
4 Mar 2023
4 Aug 2022
26 Aug 2022
4 Aug 2022
24 Aug 2022
4 Aug 2022
4 Aug 2022 - 22 Aug 2022
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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.
Boulder and moorum filling in foundation including cost of all materials and boulder complete as per instruction of Engineer in charge I/C (100cuft boulder + 40cft Moorum for 100cft of finished work including ramming and consolidating complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
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 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Carriage of materials by mechanical transport including loading , unloading and stacking earth lead 2 Km.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) : Flush/ Ruled pointing
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Total impact of GST for the purpose of CTC
B D NAG
R.K.CONSTRUCTION
Pravin Mankar
Surendranath Singh
Rajendra Prasad
Shree Traders
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finance_260577.pdf
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