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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.6 LAccepted-AOC BAANJHI BAZAR SAHEBGANJ DISTRICT JHARKHAND | SAHEBGANJ | JHARKHAND | 813208 | ₹52.6 L | L1 | Accepted-AOC WORK AWARDED TO L1 BIDDER |
| 2 | L2₹55.4 L+₹2.8 L (5.37%)Rejected-AOC AT SHASHTRI NAGAR GUMLA DIST GUMLA | GUMLA | GUMLA | JHARKHAND | ₹55.4 L+₹2.8 L (5.37%) | L2 | Rejected-AOC NOT QUALIFIED |
| 3 | Rejected-Technical NOT SPECIFIED | - | - | Rejected-Technical Not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
Tender Value
₹55.5 L
EMD Value
₹1.1 L
Closing Date
16 Feb 2026, 5:00 pmClosed
DISTRICT ENGINEER, ZILA PARISHAD GUMLA
OFFICE OF DISTRICT ENGINEER, ZILA PARISHAD GUMLA
CONSTRUCTION OF HEALTH SUB CENTER BUILDING, AT-BILINGBIRA, BLOCK- PALKOT, DIST- GUMLA
2026_GZPD_110179_39
DOPR/DE/GUMLA/04/2025
Open Tender
Civil Works
Percentage
270 days
PALKOT
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.1 L
11 Aug 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 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 |
|---|---|---|---|---|---|
| 1 | CIVIL WORK | - | - | - | - |
| 2 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. | 1 | CUM | 167.3 | ₹167.13 |
| 3 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 0.2 | CUM | 55.3 | ₹11 |
| 4 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) | - | CUM | 589.5 | - |
| 5 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. | 1 | SQM | 330.3 | ₹329.97 |
| 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) : 6 graded stone aggregate 20 mm nominal size) | - | CUM | 3,751.6 | - |
| 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): 3 graded stone aggregate 20 mm nominal size) Foundation | - | CUM | 5,218 | - |
| 8 | 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 : Column | 1 | CUM | 6,082.5 | ₹6,076.42 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow 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) : 3 graded stone aggregate 20 mm nominal size). Lintel | 0.6 | CUM | 6,308.9 | ₹3,779.03 |
| 10 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) | - | MT | 83,314 | - |
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