Bemina Nallah-Construction of cement concrete retaining wall at vulnerable spots at wani Mohalla, Yousuf Abad d/s Rd2350m D/S Rd3780m up to confluence point FSC Mithayi bund at graveyard Khumani chowk.
I and FC Kashmir · Budgam, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.2Cr
- EMD: ₹2.3L
- Published: 23 Oct 2026
- Closing date: 09 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 05:04 UTC
- Department: Irrigation and Flood Control
- Office: Irrigation Division Ompora Budgam
Description
Construction of cement concrete retaining wall at vulnerable spots along Bemina Nallah at Wani Mohalla, Yousuf Abad, from D/s RD 2350m and D/s RD 3780m up to the confluence point, FSC Mithayi Bund and Graveyard Khumani Chowk. Advertised cost is Rs. 117.20 Lakhs.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (34)
- Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : — Qty: 539.87 cum
- Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : — Qty: 1086.6 cum
- Dumping of stones. in Horizontal on level — Qty: 101.53 cum
- Supply of Stones (nallah) nominal size 225 mm — Qty: 101.53 cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 57.48 cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 559.93 cum
- Centering and shuttering including strutting, propping etc. and removal of form for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. — Qty: 2364.68 sqm
- Foundations, footings, bases of columns etc. for mass concrete. — Qty: 215.81 sqm
- Edges of slabs and breaks in floors and walls Under 20cm wide — Qty: 1.08 mtr
- Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 510.43 cum
- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 20.25 cum
- Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 13.5 cum
- 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) — Qty: 703.42 sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 3556.07 kg
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. — Qty: 668.1 cum
- Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) — Qty: 52.2 cum
- Carriage of Materials from source upto road site by Mechnical transport including cost of loading unloading and stacking Soling Stone avg. lead 15 km — Qty: 81.98 cum
- Soling Stone avg. lead 10 km — Qty: 19.55 cum
- 40 mm stone Aggregate avg. lead of 07 kms — Qty: 42.07 cum
- 40mm stone agg av lead of 05km — Qty: 9.68 cum
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