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Construction Of Rcc Culvert R, Tiruvarur - Tender Details
Explore tender information for Construction Of Rcc Culvert R in Tiruvarur, including eligibility, deadlines, and bid specifics.
Directorate of Town Panchayats
Tiruvarur, Tamil Nadu, India
NTID 38910742
Opening Date : Wed 22nd January, 2025- Closing Date : Wed 22nd January, 2025
- ₹ 950000.00
- NTID 38910742
Construction Of Rcc Culvert, Retaining Wall At Keela Ohai Ad Street
Key Values: Document Cost: 0.00 | EMD: 9500.00 | Estimated Cost: 950000.00
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
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EMD
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Document Cost
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Estimated Cost
950000.00
BOQ Items Total Items : 10 | Total Qty : 767
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). - 1 M3 | 86.00 | M3 |
| 2 | Supplying and Filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). | 6.00 | M3 |
| 3 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers (TNBP No.28). | 6.00 | M3 |
| 4 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 1.00 | M2 |
| 5 | Without Strutting | 26.00 | M2 |
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