Demolition and Re-Construction of Old Office Building at Site Vapi under Damanganga Sub-Division, Silvassa under Tapi Division, Central Water Commission, Surat
Central Water Commission · Vapi, Gujarat · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹22.4L
- EMD: ₹45K
- Published: 19 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 28 Oct 2026 06:34 UTC
- Ministry: Ministry of Jal Shakti
- Department: Department of Water Resources, River Development and Ganga Rejuvenation
- Office: Tapi Division, Sagrampura, Surat
Description
Item-rate works tender for demolition and reconstruction of the old office building at Gauge Site Vapi under Damanganga Sub-Division, Silvassa. Estimated cost is Rs. 22,44,197, with a 120-day contract period. Bids are invited under a two-bid system.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST registration
- Documents required: Valid address proof of office in India, Valid contractor registration certificate, GST registration certificate, PAN, Completion certificates for similar works completed in the last 7 years, Average annual financial turnover certificate for FY 2022-23, 2023-24 and 2024-25, Bid Security Declaration form, Earnest Money Deposit instrument
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Commercial terms
- Bid type: Two bid system
- Evaluation: Item rate
- Make in India (MII): Yes
- MSE preference: No
Line items (79)
- Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.In Slab — Qty: 4.912 CUM
- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge- In cement mortar — Qty: 21.377 CUM
- Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below — Qty: 15 No.
- Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin-charge. — Qty: 3.938 CUM
- Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm — Qty: 39.383 Sqm
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. — Qty: 15.965 Cum
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. — Qty: 15.965 Cum
- Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 12.2 Cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 9.452 Cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 30.625 Cum
- Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). — Qty: 0.473 Cum
- Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. — Qty: 14.696 Cum
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 9.462 Cum
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 51.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 7.33 Cum
- Reinforced cement concrete work in Slabs , roofs having slopeup to 15° landings, balconies, shelves, chajjas, lintels, bands, above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). — Qty: 17.858 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 10.8 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 42.358 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 57.199 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform — Qty: 70.46 Sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level -Mild steel and Medium Tensile steel bar=(2% Of RCC*7850)Kg=0.02*25.19*7850=3955 Kg — Qty: 3955 Kg
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