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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC UPCHURIA P O PODDARDIH P S NIRSA DHANBAD PIN CODE 828205 | DHANBAD | DHANBAD | JHARKHAND | 828205 | ₹35.2 L | L1 | Accepted-AOC Because he is L1 |
| 2 | Rejected-Technical 87 | DHANBAD | JHARKHAND | 818142 | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
Tender Value
₹42.1 L
EMD Value
₹85,000
Closing Date
7 Apr 2026, 5:00 pmClosed
Exe Eng R D Spl Div, Dhanbad
Exe Eng R D Spl Div, Dhanbad
Construction of Boundary Wall and Main Gate at Prefabricated Hospital Topchanchi under Topchanchi Block, Dist Dhanbad
2026_RDSPL_112214_1
37/2025-26/RDSD/EE/Dhanbad
Open Tender
Civil Works
120 days
Topchanchi
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹85,000
9 May 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
7 Apr 2026
1 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work excavation of foundation in hard or gravelly soil within initial lead of 50m and initial lift of 1.5m including dressing the sides, leveling the bed and depositing the excavated materials away from the work site, shoring etc if required, complete the item of work in all respect as per direction of the Engineer-in-charge. | 251.06 | CUM | 167.33 | ₹42,009.87 | - |
| 2 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5 M all complete as per building specification direction of E/I. (Mode of measurement compacted volume) | 83.69 | Cum. | 55.28 | ₹4,626.38 | - |
| 3 | 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/I. | 249.74 | SQM | 330.34 | ₹82,499.11 | - |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. | 18.73 | Cum. | 589.51 | ₹11,041.52 | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 13.21 | Cum. | 4,598.23 | ₹60,742.62 | - |
| 6 | 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) | 53.58 | Cum. | 5,218 | ₹2,79,580.44 | - |
| 7 | 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) : 3 graded stone aggregate 20 mmnominal size) | 30.17 | Cum. | 6,082.45 | ₹1,83,507.52 | - |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. | 116.72 | SQM | 194.5 | ₹22,702.04 | - |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. | 147.13 | SQM | 363.97 | ₹53,550.91 | - |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts | 495.85 | SQM | 465.38 | ₹2,30,758.67 | - |
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