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NTID 43155117
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💬 Talk to Our Bidding ExpertConstruction Of Boundary Wall in Kalyani - Complete Tender Details
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MUNICIPAL AFFAIRS DEPARTMENT
Kalyani, West Bengal, India
NTID 43155117
- Opening Date : Mon 12th January, 2026
- Closing Date : Fri 9th January, 2026
- ₹ 999467.00
- NTID 43155117
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
19989.00 -
Document Cost
Refer Documents -
Estimated Cost
999467.00
BOQ Items Total Items : 17 | Total Qty : 1830105.354
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.5 m Total length of boundary wal 185 mtr. Ref. Page -1, Item -2 a), PWD SOR Vol-I w. e. f. 1.11.2017 | 92.040 | %Cum |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation Ref. Page 1, Item -3 a), PWD SOR Vol-I w. e. f. 1.11.2017 | 18.408 | %Cum |
| 3 | 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. Ref. Page -47, Item -3, PWD SOR Vol-I w. e. f. 1.11.2017 | 123.403 | Sqm |
| 4 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion Ref. Page -23, Item -1a), PWD SOR Vol-I w. e. f. 1.11.2017 | 9.255 | Cum |
| 5 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Ref. Page - 42, Item 36,a; PWD SOR VOL-I w.e.f. 1.11.2017 | 235.000 | Sqm |
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