NIe-T- 73/2026-27 (Sl. No. 10)
North Bengal Development Department · Malda, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹39.6L
- EMD: ₹79K
- Published: 14 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 23:45 UTC
- Department: North Bengal Development Department
- Office: Executive Engineer/NBDD
Description
Construction of a 0.512 km long, 3.05 m wide cement concrete road from Dilalpur Rail Ghumti to Sujay Mandal house at Sahapur GP, Old Malda block, Malda district. The work includes road clearing, earthwork, granular sub-base, water bound macadam, M30 concrete, shoulder and protection works, and road signage.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (13)
- ROAD Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201) 3(II) By Mechanical Means 3(II)(A) In area of light jungle — Qty: 0.26002 Hectare
- Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 & 300-1for embankment construction. (Reference to MoRT&H's specification clause 305.3.4). — Qty: 234.24 Cu.m
- 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. — Qty: 1258.17 Cu.m
- 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. — Qty: 159.12 Cu.m
- 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) — Qty: 119.34 Cu.m
- 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. — Qty: 1801.73 Sqm
- 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 toMORT&H's specifications 1500, 1700 &2200). PCC Grade M30 Using Concrete Mixer 1) Add 3.5% extra cost as formwork over cost of material. 2) Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works. — Qty: 286.71 Cu.m
- HARD SHOULDER 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-A (13.2 mm aggregate) — Qty: 46.92 Cu.m
- PROTECTION WORK Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (ii) 100 mm diameter — Qty: 1212 M
- Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (ii) 100 mm diameter — Qty: 812.04 M
- Coal tarring on wooden surfaces including cost of materials (b) Single coat. — Qty: 380.57 sqm
- Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. — Qty: 4090.91 Bags
- ROAD FURNITURE Direction and Place Identification Signs with size more than 0.9 sqm size Board Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). — Qty: 2.16 Sq.m
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