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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC WARD NO 2 CHAITANY COLONY MAJRI BASTI POST SHIVAJI NAGAR MAJRI DIST CHANDRAPUR | MAJRI | CHANDRAPUR | MAHARASHTRA | ₹11.9 L | L1 | Accepted-AOC AS L1 |
| 2 | L2₹15.1 LRejected-Finance AT PO SIDDHIVINAYAK RESIDENCY VASANT GANGA VIHAR WANI TAH WANI DIST YAVATMAL PIN NO 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹15.1 L | L2 | Rejected-Finance AS L2 |
| 3 | L3₹15.4 LRejected-Finance BEHIND BHIM NAGAR GAYATRI NIWAS VASANT GANGA VIHAR AT POST WANI TAH WANI DIST YAVATMAL MAHARASHTRA 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹15.4 L | L3 | Rejected-Finance AS L3 |
Tender Value
₹21.0 L
EMD Value
₹26,200
Closing Date
28 Feb 2026, 4:00 pmClosed
Saff Officer(Civil), WNA
AGM Office Bhallar Township Wani North Area
Protection works to base of box culvert C-4 on arte-rial road including provi-sion of retaining walls and channelization at Ukni deep OCM under Ukni-Junad Sub Area of Wani North Area
2026_WCL_353495_1
wn4650-civ-e0138-2025-26 dt.18.02.2026
Open Tender
Civil Works - Others
90 days
Ukni-Junad Sub Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹26,200
3 Apr 2026
18 Feb 2026
2 Mar 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
18 Feb 2026 - 21 Feb 2026
Item Description/ Heading (Note:- The Work is to executed as per the STC attached in the Tender document)
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, for all lift, 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 of boulder & stone dust and filling in plinth (100cft boulder and 40 cft stone dust for .100 cft finished
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
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, 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 de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost ofcentering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from naturalsources).
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing PVC pipe 4 kg/sqm pressure 75 mm dia pipe of required length as weep hole in retaining /drain wall as per instruction of Engr-In-Charge.
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
Supplying and filling in plinth with stone dust under floors including, watering, ramming consolidating and dressing complete
Providing EMPTY plastic cement bag of good quality & filling the same with non cohesive/ O.B. soil of approved quality. (1 cft. Qty. approx). & binding/stitching the same properly by jute yarnplastic staring & placing bag at desired place as directed by Engr-In-Charge etc. complete
Total impact of GST for the purpose of CTC
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