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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC SHOP NO 25 KARAN SINGH MARKET BEHIND BUS STAND HANSI 125033 | HANSI | HISAR | HARYANA | 125033 | ₹13.6 L Quoted ₹13.7 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹13.7 LRejected-AOC HOUSE NO 25 HUDA PARK ROAD INDIRA COLONY BHIWANI TEHSIL AND DISTRICT BHIWANI 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | ₹13.7 L | L2 | Rejected-AOC 1st lowest |
| 3 | L3₹15.6 LRejected-AOC C O VIJAY KUMAR R O VILLAGE TIBBI DISTRICT FATEHABAD | FATEHABAD | ₹15.6 L | L3 | Rejected-AOC 1st lowest |
| 4 | Not Admitted-Fee/PreQual/Technical WARD NO 11 NEAR POST OFFICE RAWAT PANA DINOD BHIWANI | BHIWANI | BHIWANI | HARYANA | - | - | Not Admitted-Fee/PreQual/Technical Others-Documents Not Attached |
| Sl No | Description | Qty | Unit | AMIT KUMAR CONTRACTOR L1 | TEJAS CONTRACTOR L1 | The Sangam Co-op Labour and Construction Society Ltd L2 |
|---|---|---|---|---|---|---|
| 1.00 | Credit for old brickbats | 7.7 | Cum | 880 -₹6,776 | 880 -₹6,776 | 890 -₹6,853 |
Tender Value
₹16.5 L
EMD Value
₹33,060
Closing Date
24 Feb 2026, 6:00 pmClosed
RAHUL
Bhiwani W.S. Divn. Bhiwani
Flood Control Work
2026_HRY_502731_1
2026718338E2 251E 4E69 912F 63EA789B941E127IRR
Open Tender
Civil Works
120 days
MUNDHAL KALAN TALU
2 documents required · 2 mandatory
₹1,000
₹33,060
Yes
27 Mar 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
Credit for old brickbats
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[11.25.1]Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 1. Flush / Ruled/ Struck or weathered pointing [Through Rate]
[17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling [Through Rate]
[27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. [Through Rate]
[4.1]Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. [Through Rate]
[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]
[5.7.4]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 [Through Rate]
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate]
[6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level [Through Rate]
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]
[6.30.16.1]Centering and shuttering including strutting, propping etc. and removal of form for 16.1. Edges of slabs and breaks in floors and walls Under 20 cm wide [Through Rate]
[6.30.16.2]Centering and shuttering including strutting, propping etc. and removal of form for 16.2. Edges of slabs and breaks in floors and walls Above 20 cm wide [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]
[7.21.3]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 3. Cement mortar 1:3 (1 cement : 3 coarse sand) [Through Rate]
[7.22.3]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 : 3. Cement mortar 1:3 (1 cement : 3 coarse sand) [Through Rate]
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