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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.5 LAccepted-AOC NAWANAGAR POST NIGAH DISTIC SINGRAULI M P PINCODE 486884 | SINGRAULI | SINGRAULI | MADHYA PRADESH | 486884 | ₹6.5 L Quoted ₹5.5 L | L-1 | Accepted-AOC Quoted lowest bid and qualified bidder |
| 2 | L-2₹5.5 L+₹4,984.22 (0.91%)Rejected-Finance VILL ITMA POST NIGAHI DISTRICT SINGRAULI M P PINCODE 486884 | SINGRAULI | SINGRAULI | MADHYA PRADESH | 486884 | ₹5.5 L+₹4,984.22 (0.91%) | L-2 | Rejected-Finance Quoted 2nd lowest bid |
| 3 | L-3₹5.5 L+₹5,437.33 (0.99%)Rejected-Finance BARORA P O NAWAGARH DIST DHANBAD DHANBAD DHANBAD 828306 JHARKHAND INDIA | DHANBAD | JHARKHAND | 828306 | ₹5.5 L+₹5,437.33 (0.99%) | L-3 | Rejected-Finance Quoted 3rd lowest bid |
Tender Value
₹5.9 L
EMD Value
₹7,500
Closing Date
9 Apr 2026, 11:00 amClosed
Staff Officer (Civil)
Office of Staff Officer (Civil), Nigahi Area
Providing shed for tyre inflation station at new workshop at Nigahi Project
2026_NCL_357654_1
NGH/C/25-26/ETN-58 dated 27.03.2026
Open Tender
Civil Works - Buildings
Percentage
60 days
Nigahi Area
As per NIT
3 documents required · 3 mandatory
₹7,500
15 Sept 2026
27 Mar 2026
10 Apr 2026
27 Mar 2026
9 Apr 2026
28 Mar 2026
28 Mar 2026 - 2 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| - | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - |
| - | 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. | - | Kg | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | SqM | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | SqM | - | - |
| - | 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. | - | Kg | - | - |
| - | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). | - | kg | - | - |
| - | 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) | - | CuM | - | - |
| - | 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) | - | Cum | - | - |
| - | Reinforced cement concrete work in beams, suspended floors, 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 of centering, shuttering, finishing and reinforcement with 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). | - | Cum | - | - |
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