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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹29.9 LAdmitted-Finance D 7 NPCC COLONY NEAR SECTOR 4 JAYANT DISTT SINGRAULI MP 486890 | NA | NA | 486890 | -41.01% | ₹29.9 L | L1 | Admitted-Finance |
| 2 | L2₹30.6 L+₹68,939.97 (2.31%)Admitted-Finance | -39.65% | ₹30.6 L+₹68,939.97 (2.31%) | L2 | Admitted-Finance |
| 3 | L3₹31.5 L+₹1.6 L (5.49%)Admitted-Finance | -37.77% | ₹31.5 L+₹1.6 L (5.49%) | L3 | Admitted-Finance |
| 4 | L4₹32.0 L+₹2.1 L (7.00%)Admitted-Finance NEAR FAUJI HOTEL NIGAHI PO NIGAHI DIST SINGRAULI M P 486884 | NIGAHI | SINGRAULI | MADHYA PRADESH | 486884 | -36.88% | ₹32.0 L+₹2.1 L (7.00%) | L4 | Admitted-Finance |
| 5 | L5₹32.5 L+₹2.5 L (8.53%)Admitted-Finance AT PROFESSOR COLONY P O MAITHON DIST DHANBAD 828207 | DHANBAD | JHARKHAND | 828207 | -35.98% | ₹32.5 L+₹2.5 L (8.53%) | L5 | Admitted-Finance |
Tender Value
₹50.7 L
EMD Value
₹63,400
Closing Date
13 Apr 2026, 5:00 pmClosed
GM (C/CSR) NCL HQ
O/o GM (C/CSR) NCL HQ, Singrauli, M.P-486889
Development of Ghat, approach road and construction of retaining wall for pond at Abhed Ashram, Banaouli, Singrauli.
2026_NCL_357373_1
GM(C/TA-CSR)/SGR/25-26/ETN-26 Dated 23.03.2026
Open Tender
Civil Works - Others
Percentage
120 days
Singrauli
As per NIT
6 documents required · 6 mandatory
₹63,400
15 Jun 2026
23 Mar 2026
14 Apr 2026
23 Mar 2026
13 Apr 2026
24 Mar 2026
23 Mar 2026 - 6 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 |
|---|---|---|---|---|---|
| - | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification | 238 | cum | - | - |
| - | Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. | 75 | cum | - | - |
| - | Loosening of the ground upto a level of 500mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. | 68 | cum | - | - |
| - | 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 | 102 | cum | - | - |
| - | Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. | 127.5 | cum | - | - |
| - | Deduct from Item No.6.3 & 6.4 above if slip from paver with electronic sensor is not used and laying, compaction is done by any other method (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) | 127.5 | cum | - | - |
| - | Supplying of U-PVC pipes (working pressure 4kg/cm²)Single socketed pipe 110 mm dia | 23 | Metre | - | - |
| - | 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. | 377.18 | cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | - | - | - | - |
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