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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-Finance | ₹4.1 Cr | L1 | Accepted-Finance Lowest Bid |
| 2 | L2₹4.2 Cr+₹11.5 L (2.80%)Accepted-Finance | ₹4.2 Cr+₹11.5 L (2.80%) | L2 | Accepted-Finance Second Lowest Bid |
| Sl No | Description | Qty | Unit | VARINDER KUMAR CONTRACTOR L1 | UNICON BUILDERS AND CONTRACTORS L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Ordinary Soil with Dozer with lead upto 100 metres
(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 9,448 | Cum | 194 ₹18,32,912 Lowest | 200 ₹18,89,600 |
| 2.00 | Construction of Subgrade and Earthen Shoulders of 500mm
(Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 4,724 | Cum | 274 ₹12,94,376 | 270 ₹12,75,480 Lowest |
| 3.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) of 200mm (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 1,889.6 | Cum | 2,042 ₹38,58,563.2 Lowest | 2,100 ₹39,68,160 |
| 4.00 | Wet Mix Macadam of 250mm (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 2,362 | Cum | 2,218 ₹52,38,916 Lowest | 2,250 ₹53,14,500 |
| 5.00 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) | 17,498 | sqm | 29 ₹5,07,442 Lowest | 30 ₹5,24,940 |
| 6.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom | 34,996 | sqm | 10 ₹3,49,960 Lowest | 10 ₹3,49,960 Lowest |
| 7.00 | Dense Graded Bituminous Macadam of 90mm (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) | 1,574.82 | Cum | 8,949 ₹1,40,93,064.18 Lowest | 9,400 ₹1,48,03,308 |
| 7.01The contract unit rate shall be all specified in Ci. 505.9 Except that the rate shall include the provision of bitumen @ 4.5% by weight of total mix. | |||||
| 7.02If bitumen/binder content requirement more than as specified in BOQ & Ministry spec. for R&B (5th Rev). No extra payment will be made. The extra bitumen/binder Content will be considered as incidental to work. | |||||
| 7.03The contract unit rate for Dense Bituminous Macadam shall be payment in full for carrying out the required operations as specified The rate shall include for , all components listed in Clause 501.8.8.2 (I) to (xi) of Ministry of Road Transport & Highways specification for Road Bridge works 5th . Revision.2013 Before starting the work, the contractor shall propose different percentage of different sizes of coarse and fine aggregate whack be intends to mix on order to get required grading The same will be approved by the Engineer-in-Charge after carrying out the required tests. The proportions so approved shall be termed design job Mix Formula after approval of job Mix Formula. | |||||
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
1 Dec 2025, 11:00 amClosed
Executive Engineer
Executive Engineer National Highway Division Pb PWD BandR Sangrur at Patiala
Widening and Upgradation of Road from 2 lane with PS to 4 lane with PS for Rectification of blackspot ID No PB 03 186 at Location Km. 154310 Rureke Kalan on NH703 in the State of Punjab Job No Rureke Kalan on NH703 Punjab 2024 25 RSE 33 including uti
2025_MoRTH_881898_1
10
Open Tender
Civil Works
Item Rate
180 days
Rureke Kalan
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
Regional Pay and Accounts Officer MORTH
₹8.8 L
Patiala
15 Jan 2026
17 Oct 2025
2 Dec 2025
17 Oct 2025
1 Dec 2025
17 Oct 2025
10 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Ordinary Soil with Dozer with lead upto 100 metres
(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 9,448 | Cum | 1.25 | ₹11,810 |
| 2 | Construction of Subgrade and Earthen Shoulders of 500mm
(Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 4,724 | Cum | - | - |
| 3 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) of 200mm (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 1,889.6 | Cum | 100 | ₹1,88,960 |
| 4 | Wet Mix Macadam of 250mm (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 2,362 | Cum | 53 | ₹1,25,186 |
| 5 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) | 17,498 | sqm | 10 | ₹1,74,980 |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom | 34,996 | sqm | 11 | ₹3,84,956 |
| 7 | Dense Graded Bituminous Macadam of 90mm (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) | 1,574.82 | Cum | 11 | ₹17,323.02 |
| 7.01 | The contract unit rate shall be all specified in Ci. 505.9 Except that the rate shall include the provision of bitumen @ 4.5% by weight of total mix. | - | - | - | - |
| 7.02 | If bitumen/binder content requirement more than as specified in BOQ & Ministry spec. for R&B (5th Rev). No extra payment will be made. The extra bitumen/binder Content will be considered as incidental to work. | - | - | - | - |
| 7.03 | The contract unit rate for Dense Bituminous Macadam shall be payment in full for carrying out the required operations as specified The rate shall include for , all components listed in Clause 501.8.8.2 (I) to (xi) of Ministry of Road Transport & Highways specification for Road Bridge works 5th . Revision.2013 Before starting the work, the contractor shall propose different percentage of different sizes of coarse and fine aggregate whack be intends to mix on order to get required grading The same will be approved by the Engineer-in-Charge after carrying out the required tests. The proportions so approved shall be termed design job Mix Formula after approval of job Mix Formula. | - | - | - | - |
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