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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-AOC 4 MARIA COLONY FATEHABAD 125050 | FATEHABAD | FATEHABAD | HARYANA | 125050 | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.2 L+₹10,762.95 (0.67%)Rejected-Finance CIA STAFF GALI NARWANA JIND HARYANA 126116 | NARWANA | JIND | HARYANA | 126116 | L2 | Rejected-Finance L2 | |
| 3 | L3₹16.3 L+₹21,346.51 (1.33%)Rejected-Finance AMBALA CANTT | L3 | Rejected-Finance L3 |
Tender Value
₹17.9 L
EMD Value
₹35,900
Closing Date
17 Mar 2026, 3:00 pmClosed
Narinder Pawar
Municipal Committee Bhuna
Const of Storm water Drain from sarvice station (near khairi road) to swarg ashram on Hisar road Bhuna.Retender
2026_HRY_506572_1
2026AD7A06BA BEA5 413F 9EC6 9E62986ED8D1275ULB
Open Tender
Civil Works
Works
150 days
Bhuna
2 documents required · 2 mandatory
₹1,000
₹35,900
Yes
6 Apr 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
6 Mar 2026 - 8 Mar 2026
[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate]
[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate]
[6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four 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). [Through Rate]
[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]
[7.22.1]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 : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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tech_eval.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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BOQ_585321.xls
BOQ • 0.24 MB
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