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NTID 43473277
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💬 Talk to Our Bidding Expert8 Providing laying jointing C in PACCA SAHARANA - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "8 Providing laying jointing C" in PACCA SAHARANA, India.
Deputy commissioner
PACCA SAHARANA, Rajasthan, India
NTID 43473277
- Opening Date : Wed 28th January, 2026
- Closing Date : Tue 27th January, 2026
- ₹ 4966342.00
- NTID 43473277
Key Values: Document Cost: 2000.00 | EMD: 99327.00 | Estimated Cost: 4966342.00
Tender Description
8. Providing,laying,jointing Commissioning Of Hdpe 315mm Id Pipeline To Drainout Storm Water From Propsed Niwadan Johada To Khalsa Collage Goluwala
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
99327.00 -
Document Cost
2000.00 -
Estimated Cost
4966342.00
BOQ Items Total Items : 9 | Total Qty : 2425
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | 164.00 | cum |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 mupto 1.5 m deep | 1230.00 | Cum |
| 3 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.315 mm Nominal dia | 820.00 | mtr |
| 4 | Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With F.P.S. bricks | 2.00 | nos |
| 5 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.Manually operated class PN 1.0.300 mm dia | 1.00 | nos |
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