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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.5 L
EMD Value
₹7,000
Closing Date
2 Nov 2026, 5:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
BDO PHANSIDEWA
BDO OFFICE PHANSIDEWA
Estimate for Construction of Samsan Ghat Shed at Kalaram Sansad ,JL no-76, Mouza-Kalaram under Jalash GP. Within Phansidewa Panchayet Samity, from 15th FC (Untied) 2025-26 (2nd Installment) Fund 2025-26, (Activity Code-133191558), Job no-04.
2026_ZPHD_5080298_4
04/PS/PHD/2026-27
Open Tender
CIVIL WORKS
Percentage
45 days
Jalash GP Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7,000
Yes
14 Oct 2026
14 Oct 2026
4 Nov 2026
14 Oct 2026
2 Nov 2026
14 Oct 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 | Earth Work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as CPWD 10 sqm on plan including getting out and disposal of exeavated earth upto 50 m and lift upto 1.5 m, as , directed by Engineer-in- Charge: All kinds of soil | 9.88 | m3 | 129.85 | ₹1,282.92 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not excceding 20em in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 1.98 | m3 | 196 | ₹388.08 |
| 3 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 2.59 | m3 | 196 | ₹507.64 |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 8.64 | m2 | 24 | ₹207.36 |
| 5 | 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) | 0.86 | m3 | 7,294.7 | ₹6,273.44 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 36.02 | m2 | 392.15 | ₹14,125.24 |
| 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 derived from natural sources) | 5.97 | m3 | 9,045.75 | ₹54,003.13 |
| 8 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) (125 mm. thick brick work ) | 13.53 | m2 | 1,123.8 | ₹15,205.01 |
| 9 | Neat cement punning | 25 | m2 | 68.8 | ₹1,720 |
| 10 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. 5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 562.46 | kg | 99.65 | ₹56,049.14 |
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