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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.9 LAccepted-AOC | ₹19.9 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹21.3 L+₹1.4 L (6.92%)Rejected-Finance | ₹21.3 L+₹1.4 L (6.92%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹21.8 L+₹2.0 L (9.83%)Rejected-Finance GODDA ROAD LALMATIA GODDA 814165 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814165 | ₹21.8 L+₹2.0 L (9.83%) | L-3 | Rejected-Finance L-3 |
Tender Value
₹19.9 L
EMD Value
₹24,900
Closing Date
9 Apr 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Making Ladies toilet/washroom with water arrangement at Mouza Pahadpur Sadak tola under Rajmahal Area.
2026_ECL_357718_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/827 Dt-30.03.2026
Open Tender
Civil Works - Others
Percentage
45 days
Pahadpur Sadak tola
Please refer Tender documents.
3 documents required · 3 mandatory
₹24,900
26 Jun 2026
30 Mar 2026
10 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
30 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 |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 2 | 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. | 1 | Cum | - | - |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | Cum | - | - |
| 4 | 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) | 1 | Cum | - | - |
| 5Reinforced 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 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) : 3 graded stone aggregate 20 mm nominal size). | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | |||||
| 8Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). | |||||
| 9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars | |||||
| 10Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces | |||||
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finance_370584.pdf
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