Construction of Boundary wall with Gate of MC Land near Baba Basunath Bagichi on Kherra Murrar Road in Municipal Committee Bawal
MC Bawal · Bawal, Haryana · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹12.8L
- EMD: ₹31K
- Published: 25 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: Urban Local Bodies
Description
Construction of Boundary wall with Gate of MC Land near Baba Basunath Bagichi on Kherra Murrar Road in Municipal Committee Bawal.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (13)
- Cement Concrete 1:8:16 Flooring — Qty: 16.8 cum
- Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 — Qty: 63.84 Sqm
- 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) — Qty: 526.4 Sqm
- 15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand) — Qty: 462 Sqm
- Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 500 Kg
- Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes — Qty: 400 Kg
- 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. — Qty: 112 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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) — Qty: 14.81 cum
- Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 191.52 Sqm
- Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 1670.11 Kg
- Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1. 50 mm thick — Qty: 63.84 Sqm
- Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 88.17 cum
- Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 96.6 cum
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