Construction of Nala around phirni in kamboj colony ( Bhatauli) ward no 01 MC Yamunanagar-Jagadhri Recall
MC Yamunanagar · Yamunanagar, Haryana · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹27.7L
- EMD: ₹27K
- Published: 26 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: Urban Local Bodies
Description
Construction of Nala around phirni in kamboj colony ( Bhatauli) ward no 01 MC Yamunanagar-Jagadhri Recall
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 (14)
- Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. — Qty: 80 cum
- 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) — Qty: 720 sqm
- Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works — Qty: 16240 Kg
- By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] — Qty: 112.24 cum
- By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] — Qty: 540 cum
- By Mechanical Transport including loading, unloading and stacking 9. Brick Tiles [5km] — Qty: 8.64 1000 Nos.
- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil — Qty: 540 cum
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) — Qty: 41.48 cum
- 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. — Qty: 25.22 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. 4. In cement mortar — Qty: 45.54 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 51 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: 16.47 cum
- 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: 1292.28 Kg
- Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 165.6 cum
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