Construction of PCC from Saidpur Durga Mandir to Pittala More Booth no. 123/32 at Rashakhowa- 1 G.P under Karandighi Block in the District of Uttar Dinajpur
NORTH BENGAL DEVELOPMENT DEPARTMENT · West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹80.4L
- EMD: ₹1.6L
- Published: 21 Sep 2026
- Closing date: 06 Oct 2026
- Status: open
- Department: NORTH BENGAL DEVELOPMENT DEPARTMENT
Description
Construction of PCC including earthwork, embankment, granular sub-base, water bound macadam, cement concrete, pile driving, excavation, sand filling, and signage as detailed in the tender document for the specified location in Uttar Dinajpur.
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 (15)
- Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. — Qty: 2100 Sqm
- 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 of unserviceable 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. — Qty: 0.28 Hectare
- 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. — Qty: 4500 Cum
- 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 to achieve 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 II Material — Qty: 321.3 Cum
- 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 stages to 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. — Qty: 161.16 Cum
- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. — Qty: 157.5 Cum
- Plain/reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (PCC Grade M30). — Qty: 428.4 Cum
- 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: 2427.6 Sqm
- Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. 100mm dia — Qty: 2900 M
- Labour for driving Sal-bullah / 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. — Qty: 1700 M
- 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 (Earth work in excavation of foundation of structures, ordinary soil, manual means, depth upto 3m). — Qty: 15.4 Cum
- Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and ramming layer by layer. Quality of sand is to be approved by the Engineer-in-charge. — Qty: 3.3 Cum
- Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (PCC Grade M15). — Qty: 6.89 Cum
- RCC pipe 600 mm dia NP-3 spigot — Qty: 10 M
- Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of high intensity grade sheeting, fixed over aluminium sheeting, supported on a mild steel single angle iron post, with foundation of M15 grade cement concrete. — Qty: 1.0801 Sqm
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