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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-AOC 1270 VPO BALIYALI 127032 | BARWALA | HISAR | HARYANA | 127032 | ₹35.4 L | L1 | Accepted-AOC Lowest rate quoted by L1 Agency |
| 2 | L2₹38.0 L+₹2.6 L (7.44%)Rejected-AOC NA | ₹38.0 L+₹2.6 L (7.44%) | L2 | Rejected-AOC Higher rate quoted by Agency |
| 3 | L3₹38.5 L+₹3.1 L (8.79%)Rejected-AOC N A | PALWAL | HARYANA | 121004 | ₹38.5 L+₹3.1 L (8.79%) | L3 | Rejected-AOC Higher rate quoted by Agency |
Tender Value
₹38.1 L
EMD Value
₹90,000
Closing Date
26 May 2026, 9:00 amClosed
SUNIL KUMAR
Municipal Committee Bawal
Const. of RCC Nalla for work approved under SBM-U 2.0 (Interception and Diversion (I and D)).
2026_HRY_522025_1
20262C6264FA 05C7 4E8D 8BCE BB66AD8F2D7A331ULB
Open Tender
Civil Works
Works
210 days
Bawal
2 documents required · 2 mandatory
₹2,500
₹90,000
Yes
25 Jun 2026
16 May 2026
27 May 2026
16 May 2026
26 May 2026
16 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | 97.5 | cum | 1,863 | ₹1,81,642.5 |
| 2 | [22.168.3]Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 3. 250 mm dia. R.C.C. pipe [Through Rate] | 88 | Metre | 463 | ₹40,744 |
| 3 | [4.14.1]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. [Through Rate] | 1,125 | cum | 83 | ₹93,375 |
| 4 | [6.14.1]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) [Through Rate] | 326.25 | cum | 4,374 | ₹14,27,017.5 |
| 5 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] | 225 | Sqm | 156 | ₹35,100 |
| 6 | [6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate] | 2,400 | Sqm | 282 | ₹6,76,800 |
| 7 | [6.33.6]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 [Through Rate] | 20,581.25 | Kg. | 66 | ₹13,58,362.5 |
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