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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
₹8.7 L
EMD Value
₹17,459
Closing Date
27 Oct 2026, 4:55 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
BLOCK DEVELOPMENT OFFICER
OFFICE OF THE BLOCK DEVELOPMENT OFFICER, LAVA DEVELOPMENT BHUTIA
CONSTRUCTION OF ROOF OVER ASSEMBLY HALL AND PERIMETER FENCING OF THE SCHOOL COMPOUND AT REON DABLING PRIMARY SCHOOL AT GITDABLING GP UNDER LAVA DEVELOPMENT BLOCK
2026_DMK_5080202_1
BDO/NIeTNo.10/BEUP/2026-27
Open Tender
CIVIL WORKS
Percentage
GITDABLING
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
₹17,459
14 Oct 2026
14 Oct 2026
30 Oct 2026
14 Oct 2026
27 Oct 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 excavation by mechanical means (Hydraulic excavator)/,manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil | 9.11 | %cum | 177.5 | ₹1,617.02 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 2.5 | %cum | 196 | ₹490 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 0.75 | CUM | 2,123.75 | ₹1,592.81 |
| 4 | 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) | 0.82 | cum | 7,294.7 | ₹5,981.65 |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.8 | CUM | 7,878.5 | ₹37,816.8 |
| 6 | REINFORCED CEMENT CONCRETE
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) | 4.89 | cum | 9,045.75 | ₹44,233.72 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for.
(1)Foundations, footings, bases of columns, etc. for mass concrete | 5.5 | SQM | 392.15 | ₹2,156.83 |
| 8 | (6) Columns, Pillars, Piers, Abutments, Posts and Struts | 5.54 | SQM | 961.3 | ₹5,325.6 |
| 9 | 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) | 3 | sqm | 1,123.8 | ₹3,371.4 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 107.55 | KGS | 107.85 | ₹11,599.27 |
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