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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC ACCESS MILL SOCIETY PLOT NO 48 NEAR SHRI NAGAR NIT GARDEN VIVEKANAND NAGAR NAGPUR 440015 | NAGPUR | NAGPUR | MAHARASHTRA | 440015 | ₹31.7 L Quoted ₹26.9 L | L1 | Accepted-AOC L-1 Being the lowest bidder |
| 2 | L2₹27.7 LRejected-Finance | ₹27.7 L | L2 | Rejected-Finance Quoted value higher than L-1 |
| 3 | L3₹28.8 LRejected-Finance | ₹28.8 L | L3 | Rejected-Finance Quoted value higher than L-1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Did not submitted Work Experience as per NIT |
Tender Value
₹52.9 L
EMD Value
₹66,100
Closing Date
17 Feb 2026, 5:00 pmClosed
SO(Civil), Umrer Area
O/o AGM, Umrer Area
Making WBM Approach road with Hume pipe culvert from truck parking bay along national highway to check post approach road of MKD I OC of Umrer Sub Area under Umrer Area.
2026_WCL_352156_1
um4550-civ-0069-2025-26
Open Tender
Civil Works - Roads
90 days
Umrer
Please refer tender documents.
5 documents required · 5 mandatory
₹66,100
8 Apr 2026
31 Jan 2026
18 Feb 2026
31 Jan 2026
17 Feb 2026
2 Feb 2026
31 Jan 2026 - 10 Feb 2026
Item Description/ Heading
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. All kinds of soil.
Providing soling using 80mm size trap metal in 15cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.Plant Mix Method For Grading-I Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. Grading- I (63 to 45mm) Using Screening Type-A (13.2mm Agg.) (Mechanical means)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. Grading- II (53 to 22.4mm (63 to 45mm) Using Screening Type-B (11.2mm Agg.) (Mechanical means)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. 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 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 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. 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 up to plinth level. Hot rolled deformed bars
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.
Providing and fixing 75 mm pvc pipe including cutting of required length and fixing it in concrete a sper ninstructions of Engineer Incharge
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets (1200mm dia)
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
Total impact of GST for the purpose of CTC
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