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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.2 LAccepted-AOC | ₹68.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.4 LRejected-AOC | ₹71.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹71.6 LRejected-AOC HNO 1142 HOUSING BOARD COLONY SECTOR 1 4 HISAR 125001 | HISAR | HARYANA | 125001 | ₹71.6 L | L3 | Rejected-AOC L3 |
| 4 | L4₹71.9 LRejected-AOC | ₹71.9 L | L4 | Rejected-AOC L4 |
| 5 | L5₹75.3 LRejected-AOC | ₹75.3 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Ashi Construction Co L6 | V.P YADAV CONTRACTOR L2 | SANDEEP CONTRACTOR L3 | KRISHANA CONSTN CO. L5 | THE NATRAJ COOP L AND C SCOIETY LTD L4 | M/s A K Construction Co. L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Credit of pipe | 17.49 | Metre | 6,000 -₹1,04,958 | 6,200 -₹1,08,456.60 | 6,204 -₹1,08,526.57 | 6,204 -₹1,08,526.57 | 6,204 -₹1,08,526.57 | 6,204 -₹1,08,526.57 |
| 2.00 | Credit of Old Dismantled bricks and Brick bats | 50.25 | cum | 880 -₹44,216.48 | 880 -₹44,216.48 | 880 -₹44,216.48 | 880 -₹44,216.48 | 880 -₹44,216.48 | 880 -₹44,216.48 |
| 3.00 | Credit for old steel recovered from dismantling of RCC/structure | 300 | Kg | 30 -₹9,000 | 30 -₹9,000 | 30 -₹9,000 | 30 -₹9,000 | 30 -₹9,000 | 30 -₹9,000 |
Tender Value
₹94.7 L
EMD Value
₹1.9 L
Closing Date
7 Feb 2026, 6:00 pmClosed
MOHIT VASHISHTA
W.S. Divn. Palwal
REPLACEMENT OF VR BRIDGE ON JANAULI LINK DRAIN AT RD 27880 FOR CONNECTING VILLAGE FEROZPUR WITH NH44.
2026_HRY_498860_1
2026F0200A7B AD6C 4625 89BD 9D7DA730E80D164IRR
Open Tender
Civil Works
180 days
JANOLI
2 documents required · 2 mandatory
₹5,000
₹1.9 L
Yes
6 Mar 2026
23 Jan 2026
9 Feb 2026
23 Jan 2026
7 Feb 2026
23 Jan 2026
Credit of pipe
Credit of Old Dismantled bricks and Brick bats
Credit for old steel recovered from dismantling of RCC/structure
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 #
[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km . [Through Rate]
[2.B0976] B0976. Empty Cement bags [Rate]
[21.95.10]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: 10. 1200 mm [Through Rate]
[27.1]Brick masonry work in 1:3 in sub-structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRTandH Specifications 1300 and 2200 [Through Rate]
[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [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]
[27.16.2]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 2. Sandy material [Through Rate]
[27.5]Plain/Re-inforced cement concrete in sub-structure complete as per drawing and MoRTandH specifications 1500,1700 and 2200. PCC Grade M15 (with concrete Mixer) Height up to 5m [Through Rate]
[27.51.3]Filler joint 3. Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. [Through Rate]
[34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces [Through Rate]
[34.5.2]Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 [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]
[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]
[5.23.2]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) [Through Rate]
[5.25]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. [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]
[6.33.6]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]
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
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