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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-AOC | ₹8.2 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹8.8 Cr+₹57.0 L (6.92%)Rejected-Finance | ₹8.8 Cr+₹57.0 L (6.92%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.9 Cr+₹66.0 L (8.01%)Rejected-Finance | ₹8.9 Cr+₹66.0 L (8.01%) | L3 | Rejected-Finance L3 |
| 4 | L4₹9.1 Cr+₹81.6 L (9.91%)Rejected-Finance 0 BARAGOAN JANGIGANJ BHADOHI SANT RAVIDAS NAGAR UTTAR PRADESH 221310 | BHADOHI | UTTAR PRADESH | 221310 | ₹9.1 Cr+₹81.6 L (9.91%) | L4 | Rejected-Finance L4 |
| 5 | L5₹9.2 Cr+₹97.1 L (11.8%)Rejected-Finance GRAM NANEHA ASHA TEHSIL DEVBAND DISTRICT SAHARANPUR MOBILE 9927733433 | ₹9.2 Cr+₹97.1 L (11.8%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | amit kumar contractor L5 | vijendra kumar L2 | ANIL KUMAR CONTRACTOR L6 | RAJ BUILDERS L3 | SINEWY CONSTRUCTIONS PVT. LTD. L1 | SHRI SAI CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|
| 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) | 2,500 | Cum | 10 ₹25,000 Lowest | 120 ₹3,00,000 | 138 ₹3,45,000 | 150 ₹3,75,000 | 225 ₹5,62,500 | 133.17 ₹3,32,925 |
| 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 ) | 7,506 | Cum | 10 ₹75,060 Lowest | 48 ₹3,60,288 | 64.4 ₹4,83,386.4 | 40 ₹3,00,240 | 25 ₹1,87,650 | 62.19 ₹4,66,798.14 |
| 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 )Two Coat) | 5,800 | Cum | 2,400 ₹1,39,20,000 | 1,950 ₹1,13,10,000 | 2,596 ₹1,50,56,800 | 2,200 ₹1,27,60,000 | 1,835 ₹1,06,43,000 Lowest | 2,483 ₹1,44,01,400 |
| 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 (Two Coat) | 8,800 | Cum | 2,400 ₹2,11,20,000 | 2,650 ₹2,33,20,000 | 2,760 ₹2,42,88,000 | 2,400 ₹2,11,20,000 | 1,935 ₹1,70,28,000 Lowest | 2,663 ₹2,34,34,400 |
| 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. | 44,000 | Sqm | 17 ₹7,48,000 | 25 ₹11,00,000 | 13.8 ₹6,07,200 | 26 ₹11,44,000 | 19.35 ₹8,51,400 | 13.31 ₹5,85,640 Lowest |
| 6.00 | 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 | 44,000 | Sqm | 10 ₹4,40,000 | 9 ₹3,96,000 Lowest | 27.6 ₹12,14,400 | 11 ₹4,84,000 | 12 ₹5,28,000 | 26.63 ₹11,71,720 |
| 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. | 3,080 | Cum | 10,400 ₹3,20,32,000 | 8,650 ₹2,66,42,000 Lowest | 8,770 ₹2,70,11,600 | 8,750 ₹2,69,50,000 | 8,655 ₹2,66,57,400 | 8,800 ₹2,71,04,000 |
| 8.00 | 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 @ 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 | 1,760 | Cum | 11,700 ₹2,05,92,000 | 9,600 ₹1,68,96,000 | 9,670 ₹1,70,19,200 | 9,999 ₹1,75,98,240 | 10,555 ₹1,85,76,800 | 8,800 ₹1,54,88,000 Lowest |
| 9.00 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 Using Batching Plant & Manual Placing for divider base | 336 | Cum | 1,100 ₹3,69,600 Lowest | 3,500 ₹11,76,000 | 5,060 ₹17,00,160 | 5,210 ₹17,50,560 | 4,055 ₹13,62,480 | 4,882.9 ₹16,40,654.4 |
| 10.00 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 Using Batching Plant & Manual Placing | 626 | Cum | 3,000 ₹18,78,000 Lowest | 5,500 ₹34,43,000 | 5,520 ₹34,55,520 | 5,520 ₹34,55,520 | 5,155 ₹32,27,030 | 5,326.5 ₹33,34,389 |
Tender Value
₹10.2 Cr
EMD Value
₹20.4 L
Closing Date
30 Mar 2026, 4:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Widening and strengthening work of Naushera Gandevad road from KKM 01 to 08 via Pathed, Nanauli to Latifpur Bhud to Sadhauli Bhud in the state.
2026_CEMRT_1130306_1
1065/104M-S/2026 Date 10-02-2026
Open Tender
Civil Works
Item Rate
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹20.4 L
26 May 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 )Two Coat) | |||||
| 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 (Two Coat) | |||||
| 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 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 | |||||
| 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. | |||||
| 8Providing 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 @ 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 | |||||
| 9Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 Using Batching Plant & Manual Placing for divider base | |||||
| 10Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 Using Batching Plant & Manual Placing | |||||
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