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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.0 LAccepted-AOC 111 SAPNA CHAMBER SHRIMAYA CELIBRATION MADHUMILAN CHOURAHA INDORE | INDORE | INDORE | MADHYA PRADESH | L-1 | Accepted-AOC Work awarded | |
| 2 | L-2₹11.4 L+₹41,108.02 (3.75%)Rejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-2 | Rejected-Finance Due to L-2 bidder. | |
| 3 | L-3₹11.4 L+₹45,635.30 (4.17%)Rejected-Finance 101 A TULSI RESIDENCY CHANKYAPURI CHIRACHAS CHAS DISTT BOKARO JHARKHAND 827013 | CHANKYAPURI | BOKARO | JHARKHAND | 827013 | L-3 | Rejected-Finance Due to L-3 bidder. | |
| 4 | L-4₹11.7 L+₹73,641.81 (6.72%)Rejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-4 | Rejected-Finance Due to L-4 bidder. | |
| 5 | L-5₹11.7 L+₹76,639.10 (7.00%)Rejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-5 | Rejected-Finance Due to L-5 bidder. |
Tender Value
₹18.8 L
EMD Value
₹23,500
Closing Date
3 Oct 2024, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Making RCC drain in front of Qtr. No. A-05 to A-08 and in between A-28 and A-29 at Hospital Colony under New Majri Sub Area of Majri Area
2024_WCL_317882_2
ma9511-civ-e020-2024-25/411 Dated 20.09.2024
Open Tender
Civil Works - Others
Item Rate
60 days
New Majri Sub Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹23,500
31 Oct 2024
21 Sept 2024
4 Oct 2024
23 Sept 2024
3 Oct 2024
23 Sept 2024
23 Sept 2024 - 30 Sept 2024
Amount
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing 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 20 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing 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, fllets, 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)
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 of more.
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 10mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter.
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 for all lift.
Transportation of earth upto 1.00 Km lead including loading, unloading, stcking etc. all complete as per instruction of Engineer-in-charge.
Total impact of GST for the purpose of CTC
AJIT KUMAR YADAV
S R ENTERPRISES
ABHIJIT THADURI
RAJESH KUMAR SINGH
SIDDHARTH JAIN
DHARMENDRA SINGH
GEETA SINGH
techsummary_329506.pdf
PDF • 1.71 MB
finsummary_329506.pdf
PDF • 1.95 MB
AOC-1478.pdf
PDF • 9.19 MB
BOQ Comparative Chart
xlsx • 0.01 MB
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