Repair work of Sluice of Gopal Sagar Sarana P.s. Sarwar
WRD - CE AND AS · Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹14.7L
- EMD: ₹29K
- Published: 25 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Ministry: WRD
- Department: CE AND AS
- Office: Water Resources Division I Ajmer
Description
Repair work of Sluice of Gopal Sagar Sarana P.s. Sarwar
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (13)
- Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. — Qty: 17194 Sqm
- Making standard type cement gauge including engraving letters and painting including scaffolding etc. — Qty: 4 R.M
- Painting standard type gauge with black, red and white un-washable paints including cost of material — Qty: 4 R.M
- Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil — Qty: 972 Cum
- Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 95 — Qty: 3739 Cum
- (i) Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.at least 95% of Standard Proctor s density — Qty: 4285 Cum
- Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m — Qty: 120 Cum
- Ploughing and picking of surface of old embankment — Qty: 1805 Sqm
- Watering of earth including cost of carriage of water when source of water is up to 1 Km — Qty: 4285 Cum
- Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts — Qty: 506.25 Cum
- Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect Earth / Soil — Qty: 546 Cum
- Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:6 Masonry work in superstructure — Qty: 20.46 Cum
- Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm — Qty: 302.24 Sqm
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