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Tender Value
₹95.1 L
EMD Value
₹1.9 L
Closing Date
3 Sept 2026, 2:00 pm
Naresh Ch. Ray/EE/NBDD
Annex Building, Uttarkanya, Fulbari, Jalpaiguri
Construction of Paver Block road from Ranicherra primary school to Pathashree under Damdim GP, Mal Block in thedistrict of Jalpaiguri. (Length - 850m)
2026_NBDD_1038777_24
NBDD/BS/EE/ NIe-T-40/Sl. No. 01 to 26/2026-27
Open Tender
CIVIL WORKS
Percentage
300 days
Jalpaiguri
Please refer Tender documents.
6 documents required · 6 mandatory
₹1.9 L
Yes
20 Aug 2026
20 Aug 2026
7 Sept 2026
20 Aug 2026
3 Sept 2026
20 Aug 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 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)
By Manual Means
5(I)B Granular courses | 255 | Cu.M | 693.64 | ₹1,76,878.74 |
| 2 | Construction of Embankment with Material obtained from Borrow pits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305) Cost of compensation for Earth material & its carriage from private land at 5km distance have been included in the rate. | 1,445 | Cu.M | 260.45 | ₹3,76,349.67 |
| 3 | By Mix in Place Method
Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller toachieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desire density, complete as per clause 401 Rate per cum for grading-III Material
Using N.B Variety (Stone Chips) | 390.15 | Cu.M | 2,085.23 | ₹8,13,550.61 |
| 4 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stagesto proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density (Reference to MoRT&H's specification 404). 9A By Manual Means
9A(i) Grading-1(Table 400-9)
9A (i)(b) Using Screening (Table 400-10)
Type-A (13.2 mm aggregate)
Using N.B Variety (Stone Metal) | 195.08 | Cu.M | 3,035 | ₹5,92,066.9 |
| 5 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stagesto proper grade and camber, applying and brooming requisite type ofscreening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density (Reference to MoRT&H's specification 404).
9A By Manual Means
9A(ii) Grading-2 (Table 400-9)
9A (ii)(b) Using Screening (Table 400-10)
Type-B (11.2 mm aggregate)
Using N.B Variety (Stone Metal) | 195.08 | Cu.M | 3,746.03 | ₹7,30,775.14 |
| 6 | Excavation for Structures
Earth work in excavation of foundation of structures as per
drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304).
13(i) Ordinary soil
13(i)A Manual Means (Depth upto 3 m) | 463 | Cu.M | 409.12 | ₹1,89,421.42 |
| 7 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
8B PCC Grade M20
Using Concrete Mixer
Using N.B Variety (Stone Chips) | 173.4 | Cu.M | 6,518.13 | ₹11,30,243.95 |
| 8 | Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in100mm x 100mm mesh Mesh size not more than 150mm (weaved diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each ( Tensile strength 300-450mpa, size of wire crates 3.0mx1.50mx1.25 m) (Reference to
ORT&H's specification 2503). | 144 | Cu.M | 4,530.75 | ₹6,52,428.23 |
| 9 | RCC pipe 1000 mm dia NP-3 spigot | 15 | m | 7,501.24 | ₹1,12,518.55 |
| 10 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
PCC Grade M15
Using Concrete Mixer
Using N.B Variety (Stone Chips) | 61.81 | Cu.M | 5,952.92 | ₹3,67,950.17 |
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