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NTID 43045763
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💬 Talk to Our Bidding ExpertDevelopment Of F w Supply Adj in Kolkata - Complete Tender Details
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KOLKATA MUNICIPAL CORPORATION
Kolkata, West Bengal, India
NTID 43045763
- Opening Date : Mon 5th January, 2026
- Closing Date : Fri 2nd January, 2026
- ₹ 398961.00
- NTID 43045763
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
7985.00 -
Document Cost
Refer Documents -
Estimated Cost
398961.00
BOQ Items Total Items : 23 | Total Qty : 1409.80408
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | DI SPUN PIPE 150 MM (6') (TYTON JOINT CONFORMING TO IS 8329/2000 CLASS K -7 SUITABLE FOR PUSH ON JOINT (RUBBER GASKET JOINING ) WITH INSIDE CEMENT MORTER LINING AND OUTSIDE BITUMINOUS /SYNTHETIC RESIN COATING COMPATIBLE WITH THE METALLIC ZINC COATING AS PER CLAUSE A-8 | 176 | MTR |
| 2 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.10 Hire and labour charges for coir rope fencing 25 mm dia rope single on 120 mm dia bamboo posts 1.40 m above G.L and 600 mm below G.L, 1.50 m apart including digging holes complete. | 352 | MTR |
| 3 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.5 Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge. | 37.635 | M3 |
| 4 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. 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 1,500 mm. | 87.815 | %M3 |
| 5 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.2 Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per speclfication and direction of the Engineer-incharge, ( laying over ground. the rates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all sorts of holding arrangements]Diameter in mm 150mm dia. | 176 | %MT |
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