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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
9 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN
OFFICE OF EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN RAIPUR RING ROAD JOGIWALA
LAYING/REPLACING OF DAMAGED SEWERAGE LINE AT SHEETLA VIHAR NAALA UP TILL MAHANT PLOT UNDER RAIPUR DIVISION DEHRADUN, UTTARAKHAND
2026_UKJS_93534_1
1808/E-TENDER/2025-26 DATED 18.03.2026
Open Tender
Civil Works - Others
Item Wise
90 days
Saraswati Vihar Dhrampur
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EX. ENGG. UTTARAKHAND JAL SANSTHAN RAIPUR
₹1.4 L
DEHRADUN
13 Apr 2026
25 Mar 2026
13 Apr 2026
26 Mar 2026
9 Apr 2026
26 Mar 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of earth work with soil mixed, single mooram, bolders
and bajri etc for sewerage trenches. including all labour T&p etc
complete. As per following depth. At River Bed. | 315 | Cum | - | - |
| 2 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 49 | Cum | - | - |
| 3 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Bed work for support of rising main line of SPS pump. RCC GRADE M20 | 318.5 | Cum | - | - |
| 4 | Providing and laying reinforce RCC Pillars work for support of rising main line of SPS Pump. As per unit estimate | 30 | No. | - | - |
| 5 | Mild Steel or Iron work in plain work such as RCC work wrought to
reqiured shape including supply of steel & its bending | 250.02 | Qtl | - | - |
| 6 | Removing/Dismantling old damaged pipe in naala, with Hydraulic Machines etc total job complete | 1 | Job | - | - |
| 7 | Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment,making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. Laying sewer line at side of naala with support pillars. 300mm Dia D.I. Pipe S&S K-7 (CONFORMING TO IS :8329/2000) | 300 | Mtr | - | - |
| 8 | Relaying old recovered pipe at Various Points in naala, true to its allignment with Hydraulic Machines T&P etc total job complete | 50 | Mtr | - | - |
| 9 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI
wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh
laid with stone boulders. as per direction of Engineer-in- charge.
(As per PWD Uttarakhand specifications)GI wire 8 gauge BWG | 33.75 | Cum | - | - |
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