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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC 1018 NAWANAGAR ROAD AMLOHRI MODE P O NIGAHI DIST SINGRAULI MP | SINGRAULI | MADHYA PRADESH | 486881 | ₹5.2 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹6.1 LRejected-Finance SECTOR NO C NANDGAON NIGAH DISTT SINGRAULI MP 486 886 | SINGRAULI | SINGRAULI | MADHYA PRADESH | 486886 | ₹6.1 L | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹6.3 LRejected-Finance | ₹6.3 L | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹6.4 LRejected-Finance NAWANAGAR POST NIGAH DISTIC SINGRAULI M P PINCODE 486884 | SINGRAULI | SINGRAULI | MADHYA PRADESH | 486884 | ₹6.4 L | L4 | Rejected-Finance Not Being L1 |
Tender Value
₹5.8 L
EMD Value
₹7,300
Closing Date
18 May 2026, 11:00 amClosed
S.O. Civil Block B Area NCL Singrauli
CIVIL ENGG. DEPT. BLOCK B AREA NCL Singrauli
Providing steel gate to compound wall of new workshop side of ETP at Block-B Area
2026_NCL_359005_1
NCL/CIVIL/BLB/26-27/ETN/02 Dated 02.05.2026
Open Tender
Civil Works - Buildings
30 days
CIVIL ENGG. DEPT. BLOCK B AREA NCL Singrauli
Refer NIT
4 documents required · 4 mandatory
₹7,300
6 Jun 2026
4 May 2026
19 May 2026
4 May 2026
18 May 2026
5 May 2026
4 May 2026 - 11 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 2 | Item Description/ Heading | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 3 | 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. | 39 | cum | 206.7 | ₹8,061.3 | BI01010001010000000000000515BI0100001114 |
| 4 | 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. In cement mortar | 7 | cum | 1,130.7 | ₹7,914.9 | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1.5 | cum | 1,634.25 | ₹2,451.38 | - |
| 6 | 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) | 2 | cum | 5,402.95 | ₹10,805.9 | - |
| 7 | 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) | 4 | cum | 6,908.3 | ₹27,633.2 | - |
| 8 | 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). | 0.68 | cum | 8,482.4 | ₹5,768.03 | - |
| 9 | 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. 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) | 2.05 | cum | 8,147.5 | ₹16,702.38 | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars | 666 | kg | 101.25 | ₹67,432.5 | - |
| 11 | Brick work with FALG bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). | 2.5 | cum | 5,193.8 | ₹12,984.5 | - |
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