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NTID 44795001
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💬 Talk to Our Bidding Expertsh Providing Laying Jointing in Bilaspur (HP) - Complete Tender Details
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Irrigation And Public Health Department
Bilaspur (HP), Himachal Pradesh, India
NTID 44795001
- Opening Date : Thu 16th April, 2026
- Closing Date : Thu 16th April, 2026
- ₹ 24833165.00
- NTID 44795001
Key Values: Document Cost: 5000.00 | EMD: 323400.00 | Estimated Cost: 24833165.00
Tender Description
(sh Providing Laying Jointing And Testing Of Mserw Pipe Gravity Main Of Various Dia And Laying Jointing And Testing Of Hdpe Pipe Of Various Dia In Distribution System And Construction of Field Outlets). - Remodeling of LIS Malothi Samog Chhakoh in Tehsil Sadar District Bilaspur (SH:- Providing laying jointing and testing of MSERW pipe gravity main of various dia and laying jointing and testing of HDPE pipe of various dia in distribution system and c/o Field outlets).
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
323400.00 -
Document Cost
5000.00 -
Estimated Cost
24833165.00
BOQ Items Total Items : 37 | Total Qty : 28716.11
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Provision for revised survey and field investigation of area from delivery tank to end user point upto each field outlet by DGPS or Total Station for design of complete distribution network & submission of design in and soft copy & minimum 4 No. Sets in hard copy comprised of all the relevant data required by approving authority including approval of design from competent authority and to the entire satisfaction of the Engineer-in-charge. | 1 | Job |
| 2 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then deposing of all surplus excavated earth as directed within all leads and lifts. | 10482.43 | Cum |
| 3 | Providing, laying, jointing and testing in trenches GMSERW bevelled edge flanged/butt welded pipes including cost of bends of all degrees conforming to IS/ISO 3183-2007 Grade L-210 or B as per dimensions weight and test pressure mentioned there in code ( mill Tolerances to be restricted with in 3%) a random length of 4m - 7m. The M.S. flanges are to be provided as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gasket sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 6822-1994 (earth work in trenches, MS flanged and butt welded joint to be measured and paid for separately) . The pipe shall have zinc coating inside and out side as per IS:4736 in factory permises latest with upto date amendements. | ||
| 4 | 250mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80 RD 0 to 2520 | 2520 | Rmt |
| 5 | 200mm dia GMSERW pipe grade L-210 or A having wall thickness 4.80 RD 2520 to 3650 | 1130 | Rmt |
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