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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹55.0 LAccepted-AOC PILOT NO 23 SUBHASH WARD WARORA DISTRICT CHANDRAPUR MS 442 709 | WARORA | CHANDRAPUR | MAHARASHTRA | 442709 | L-1 | Accepted-AOC Work Awarded | |
| 2 | L-2₹60.9 L+₹5.9 L (10.7%)Rejected-Finance AADINATH ENTERPRISES VARDHAMAN AUTOMOBILE BYE PASS ROAD BENGALI CAMP CHANDRAPUR 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | L-2 | Rejected-Finance Due to L-2 bidder. | |
| 3 | Rejected-Technical NEAR NEW BUS STOP CHANDANI NAGAR GHUGUS TAH DIST CHANDRAPUR GHUGUS 442505 | GHUGUS | CHANDRAPUR | MAHARASHTRA | 442505 | - | Rejected-Technical Entire undertaking as per NIT not submitted. |
Tender Value
₹1.0 Cr
EMD Value
₹1.3 L
Closing Date
13 Sept 2023, 12:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Repairing of Konda Bridge banks at Chargaon Telwasa Downstream side by pitching retaining wall under Chargaon-Telwasa Sub Area of Majri Area.
2023_WCL_287043_1
ma4450-civ-e032-2023-24/423 Dated 25.08.2023
Open Tender
Civil Works - Others
Item Rate
120 days
Chargaon-Telwasa Sub Area
Please refer Tender documents.
6 documents required · 6 mandatory
₹1.3 L
30 Oct 2023
26 Aug 2023
14 Sept 2023
28 Aug 2023
13 Sept 2023
28 Aug 2023
28 Aug 2023 - 7 Sept 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge-All kinds of soil
Extra for every additional lift of 1.5 m or part there of in excavation / banking excavated or stacked materials- All kinds of soil
Boulder and moorum filling in plinth including cost of all materials & labour complete as per instruction of Engineerincharge(100cft boulder &40cft moorum for 100cft finished work) including watering ,ramming and consolidation complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
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 : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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 derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.
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
Carriage of material over distance exceeding 1.00 km including loading and unloading earth
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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 derived from natural sources).
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete.
Total impact of GST for the purpose of CTC
Sandeep Jain
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