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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC UNIT NO J 567 DINOD GATE AHIRAN GALI NEAR SURYA BANQUET HALL BHIWANI HARYANA 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | L1 | Accepted-AOC AOC | |
| 2 | L2₹35.3 L+₹3.5 L (11.0%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹36.5 L+₹4.7 L (14.9%)Rejected-Finance 10 RUPANA ROAD 127046 | L3 | Rejected-Finance L3 | |
| 4 | L4₹38.2 L+₹6.4 L (20.2%)Rejected-Finance BALIYALI WARD NO 6 VPO BALIYALI TEHSIL BAWANI KHERA DISTRICT BHIWANI | BALIYALI | BHIWANI | HARYANA | L4 | Rejected-Finance L4 | |
| 5 | L5₹39.6 L+₹7.8 L (24.6%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹42.1 L
EMD Value
₹99,400
Closing Date
2 Apr 2026, 6:55 pmClosed
Pankaj Garg
Municipal Committee Bawani Khera
Construction of road for Gaushala ( Revenue Rasta no 0/770 ) Municipal Committee Bawanikhera
2026_HRY_510672_1
2026E00D67AB 12DB 4A3A B526 C4B8B5006EAB343ULB
Open Tender
Civil Works
Works
180 days
Bawani Khera
2 documents required · 2 mandatory
₹2,500
₹99,400
Yes
20 Apr 2026
24 Mar 2026
3 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 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[10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate] | |||||
| 2[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | |||||
| 3 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | 1 | Sqm | - | - |
| 4 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | 1 | Sqm | - | - |
| 5[21.95.3]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 3. 450 mm [Through Rate] | |||||
| 6[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] | |||||
| 7[6.1.1]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) [Through Rate] | |||||
| 8[6.34.6]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 above 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] | |||||
| 9[7.22.2]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) [Through Rate] | |||||
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