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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.9 LAccepted-AOC 8 MIDC WANI DIST YAVATMAL MAHARASHTRA 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹85.9 L | L1 | Accepted-AOC As L1 |
| 2 | L2₹88.0 LRejected-Finance AT PO OM NAGAR CHIKHALGAON ROAD WANI TAH WANI DIST YAVATMAL MAHARASHTRA 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹88.0 L | L2 | Rejected-Finance AS L2 |
| 3 | L3₹88.8 LRejected-Finance C O GAJANANRAO THERE WARD NO 3 WANI DIST YAVATMAL PIN NO 445304 | YAVATMAL | MAHARASHTRA | 445304 | ₹88.8 L | L3 | Rejected-Finance AS L3 |
| 4 | L4₹94.7 LRejected-Finance CAMP JAYU MAJRI COLLIERY PO SHIVAJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | ₹94.7 L | L4 | Rejected-Finance AS L4 |
| 5 | L5₹97.2 LRejected-Finance | ₹97.2 L | L5 | Rejected-Finance AS L5 |
Tender Value
₹1.3 Cr
EMD Value
₹1.7 L
Closing Date
6 Feb 2026, 4:00 pmClosed
Saff Officer(Civil), WNA
AGM Office Bhalar Township Wani North Area
Repairing of damaged com-pound wall and concreting along compound wall from Jay Hind School to STP turning with miscellaneous civil works at Stadium cricket playing ground at Bhalar Township of Wani North Area
2026_WCL_351596_1
wn4650-civ-e0130-2025-26 dt.21.01.2026
Open Tender
Civil Works - Others
180 days
Bhalar Township
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.7 L
14 May 2026
21 Jan 2026
7 Feb 2026
22 Jan 2026
6 Feb 2026
22 Jan 2026
22 Jan 2026 - 30 Jan 2026
Item Description/ Heading (Note:- The Work is to executed as per the STC attached in the Tender document)
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 15.9.2 In cement mortar
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In Cement Mortar
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
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 for all lift, as directed by Engineer-in-charge.All kinds of soil
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.
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
Supplying of Boulder, moorum and filling in foundation including cost of all material and labour complete \ as per Instruction of Engineer-in-charge (100 cu.ft.boulder and 40 cu.ft.moorum for 100 cu.ft finished work) Including watering, ramming and consolidating complete.
Supplying of stone dust and filling in plinth Including watering, ramming complete.(RA)
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) (4.1.6)
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation & plinth in :Cement mortar 1:6 (1 cement : 6 Coarse sand)
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)
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)
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 Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm
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
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. 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
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and Fixing of Aluminum Composite Panel to any structure of thickness 3mm of standard brand including base of aluminium bottom 2" x 1" making grid to hang the ACP Sheet over it, all as per instruction of Engineer In Charge
Providing and fixing of LED letters made of Acrylic sheet with golden LED light as per instruction of Engineer In Charge
Carriage of material over distance for lead of 2.00 Km including loading and loading: Earth Building material , rubbish,moorum.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 gram/ litre, of approved brand and of required said and colour complete to give and even said . Old work (one or more coats)
Cleaning wild grass/shrubs/ vegetations / bushes upto 10cm girth by engaging brush cutter machine and removal of rubbish upto a distance of 50mtrs outside the periphery of the area cleared. The cost is inclusive of hiring charges of machine POL. Operator, cutting tools and grass should be cut nearest to the ground level surface area where ever brush cutter can not be used should also be cleared by engaging manpower etc all complete as per instructions of Engineer-In-Charge.
Total impact of GST for the purpose of CTC
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