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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAccepted-AOC | ₹11.1 Cr Quoted ₹11.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹12.2 CrRejected-Finance | ₹12.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹12.9 CrRejected-Finance | ₹12.9 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹13.3 CrRejected-Finance 0 BARAGOAN JANGIGANJ BHADOHI SANT RAVIDAS NAGAR UTTAR PRADESH 221310 UDYAM UP 66 0000471 | BHADOHI | UTTAR PRADESH | 221310 | ₹13.3 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹13.4 CrRejected-Finance GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹13.4 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | amit kumar contractor L5 | R.S.BUILDERS L7 | vijendra kumar L1 | ANIL KUMAR CONTRACTOR L6 | RAJ BUILDERS L2 | SHRI SAI CONSTRUCTION L4 | SINEWY CONSTRUCTIONS PVT. LTD. L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (E/W Carted For 1Km. lead) | 35,000 | Cum | 15 ₹5.3 L | 250 ₹87.5 L | 120 ₹42 L | 138 ₹48.3 L | 140 ₹49 L | 133.17 ₹46.6 L | 35 ₹12.3 L |
| 2.00 | Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per Morth Specification No. 301, Sr.No.-3.3 (In widening ) | 16,660 | Cum | 40 ₹6.7 L | 60 ₹10.0 L | 48 ₹8.0 L | 64.4 ₹10.7 L | 35 ₹5.8 L | 62.14 ₹10.4 L | 25 ₹4.2 L |
| 3.00 | 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( In widening ) | 8,500 | Cum | 2,400 ₹2.0 Cr | 2,600 ₹2.2 Cr | 2,200 ₹1.9 Cr | 2,760 ₹2.3 Cr | 2,200 ₹1.9 Cr | 2,665 ₹2.3 Cr | 2,335 ₹2.0 Cr |
| 4.00 | 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. As per MORTH Specification clause-406 | 5,500 | Cum | 2,500 ₹1.4 Cr | 2,800 ₹1.5 Cr | 2,900 ₹1.6 Cr | 3,036 ₹1.7 Cr | 2,400 ₹1.3 Cr | 3,000 ₹1.6 Cr | 2,535 ₹1.4 Cr |
| 5.00 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 79,000 | Sqm | 15 ₹11.8 L | 45 ₹35.5 L | 25 ₹19.8 L | 13.8 ₹10.9 L | 30 ₹23.7 L | 13.31 ₹10.5 L | 27.55 ₹21.8 L |
| 6.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects. In Widening. | 2,770 | Cum | 9,600 ₹2.7 Cr | 9,500 ₹2.6 Cr | 6,545 ₹1.8 Cr | 9,384 ₹2.6 Cr | 8,100 ₹2.2 Cr | 9,055.56 ₹2.5 Cr | 8,900 ₹2.5 Cr |
| 7.00 | Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.50 per cent by weight of total 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. In Strengtheing. | 3,980 | Cum | 11,000 ₹4.4 Cr | 9,550 ₹3.8 Cr | 7,650 ₹3.0 Cr | 9,384 ₹3.7 Cr | 8,700 ₹3.5 Cr | 9,055.56 ₹3.6 Cr | 9,835 ₹3.9 Cr |
| 8.00 | Providing and applying Tack coat with bitumen VG-10 on prepared primed surface including cleaning of road surface and spraying Tack Coat at the rate of 0.25kg/ sqm. using mechanical means. as per MORTH Specification clause-503 | 79,000 | Sqm | 30 ₹23.7 L | 15 ₹11.8 L | 9 ₹7.1 L | 27.6 ₹21.8 L | 11 ₹8.7 L | 26.63 ₹21.0 L | 12 ₹9.5 L |
| 9.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 5.4 to 5.6 per cent 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. 509 complete in all respects | 2,390 | Cum | 10,400 ₹2.5 Cr | 10,600 ₹2.5 Cr | 9,200 ₹2.2 Cr | 10,650 ₹2.5 Cr | 9,999 ₹2.4 Cr | 9,943.36 ₹2.4 Cr | 11,255 ₹2.7 Cr |
| 10.00 | Providing & fixing of Kilometer stone labour, T&P and all necessary requirements for completion of work as direction of E/I. | 15 | Nos. | 1,500 ₹22,500 | 4,500 ₹67,500 | 1,500 ₹22,500 | 3,680 ₹55,200 | 2,100 ₹31,500 | 3,551.2 ₹53,268 | 1,955 ₹29,325 |
Tender Value
₹15 Cr
EMD Value
₹30 L
Closing Date
30 Mar 2026, 4:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Widening and strengthening work of Phandpuri Islamnagar Teetro Hangawali Rajwahe track road from Km. 12 to 26 (200) in Saharanpur district.
2026_CEMRT_1130282_1
1757/104M-S Date 12-03-2026
Open Tender
Civil Works
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹30 L
1 Jun 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (E/W Carted For 1Km. lead) | |||||
| 2Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per Morth Specification No. 301, Sr.No.-3.3 (In widening ) | |||||
| 3Construction 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( In widening ) | |||||
| 4Providing, 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. As per MORTH Specification clause-406 | |||||
| 5Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | |||||
| 6Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects. In Widening. | |||||
| 7Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.50 per cent by weight of total 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. In Strengtheing. | |||||
| 8Providing and applying Tack coat with bitumen VG-10 on prepared primed surface including cleaning of road surface and spraying Tack Coat at the rate of 0.25kg/ sqm. using mechanical means. as per MORTH Specification clause-503 | |||||
| 9Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 5.4 to 5.6 per cent 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. 509 complete in all respects | |||||
| 10Providing & fixing of Kilometer stone labour, T&P and all necessary requirements for completion of work as direction of E/I. | |||||
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