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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.1 LAdmitted-Finance GUWAHATI ASSAM | BAKSA | ASSAM | 781320 | ₹99.1 L | L1 | Admitted-Finance |
| 2 | L2₹99.9 L+₹70,530.99 (0.71%)Admitted-Finance GANDHI BASTI BYELANE 2 NATUN SARANIA H NO 18 P O SILPUKHURI P S CHANDMARI DIST KAMRUP M ASSAM PIN 781003 | KAMRUP METRO | ASSAM | 781003 | ₹99.9 L+₹70,530.99 (0.71%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not sufficient quantity executed for similar nature of Major Works. |
| 4 | Not Admitted-Fee/PreQual/Technical JYOTIKUCHI KARBI PATH BYE LANE 1 HOUSE NO 0 CITY TOWN GUWAHATI P O SUALKUCHI P S FATASHIL AMBARI DISTRICT KAMRUP METRO PIN 781034 | KAMRUP METRO | ASSAM | 781034 | - | - | Not Admitted-Fee/PreQual/Technical Others-No Physical Documents Submitted. |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-No Physical Documents Submitted |
| Sl No | Description | Qty | Unit | M/S GANGOTRI ENTERPRISE L2 | DHARAM PRAKASH SHAH L1 |
|---|---|---|---|---|---|
| 1.00 | 1)Recovery and Reconstruction of (i) Bishnupur to Dighalbali road
Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1,935 | Sqm | 90 ₹1,74,150 | 81 ₹1,56,735 Lowest |
| 2.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A By Manual Means | 241.88 | Cum | 4,492 ₹10,86,524.96 Lowest | 4,500 ₹10,88,460 |
| 3.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 3,225 | Sqm | 41 ₹1,32,225 Lowest | 42 ₹1,35,450 |
| 4.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,225 | Cum | 16 ₹51,600 | 15 ₹48,375 Lowest |
| 5.00 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
A With 60/70 or VG-30 grade bitumen
(ii) for Grading II (10 mm nominal size) | 96.75 | Cum | 10,908 ₹10,55,349 | 10,000 ₹9,67,500 Lowest |
| 6.00 | Recovery and Reconstruction of (ii) Hojai Tumpreng Road to Dighalbali
Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 4,777.5 | Sqm | 87 ₹4,15,642.5 | 81 ₹3,86,977.5 Lowest |
| 7.00 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land. | 1,755.33 | Cum | 271 ₹4,75,693.11 | 250 ₹4,38,831.28 Lowest |
| 8.00 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mbring by mix in place method with rotavator at OMC and compaction with smooth wheel roller 80-100 km static roller to achieve the desired density complete as per technical specification clause 402 | 646.88 | Cum | 2,833 ₹18,32,611.04 | 2,800 ₹18,11,264 Lowest |
| 9.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone sreening/ binding materials to fill up the intersticses of course aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means. | 323.44 | Cum | 4,646 ₹15,02,702.24 | 4,500 ₹14,55,480 Lowest |
| 10.00 | Relaying existing good condition interlocking concrete block pavement from stack in side of the road. Excluding edge block/Edge restraint. | 2,285.63 | Sqm | 342 ₹7,81,685.46 Lowest | 470 ₹10,74,246.1 |
Tender Value
₹99.8 L
EMD Value
₹2 L
Closing Date
25 Jun 2026, 2:00 pmClosed
Chief Engineer, PWRD. Assam
O/o the Chief Engineer, PWRD, Assam, Guwahati-03
Recovery and Reconstruction of (i) Bishnupur to Dighalbali (ii) Hojai Tumpreng Road to Dighalbali under NDRF (PDNA-2022) for the year 2025-26
2026_PWD_52759_1
CE/Commn/07/PDNA/2026-27/02
Open Tender
Civil Works – Roads
Item Rate
60 days
Hojai
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2 L
Yes
O/o the Chief Engineer, PWRD, Assam, Guwahati-03
21 Jul 2026
16 Jun 2026
25 Jun 2026
16 Jun 2026
25 Jun 2026
16 Jun 2026
16 Jun 2026 - 25 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1)Recovery and Reconstruction of (i) Bishnupur to Dighalbali road
Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | Sqm | 87.7 | - |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A By Manual Means | 1 | Cum | 4,492.5 | ₹4,488.01 |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Sqm | 41.89 | - |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Cum | 14.04 | - |
| 5 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
A With 60/70 or VG-30 grade bitumen
(ii) for Grading II (10 mm nominal size) | - | Cum | 10,908.37 | - |
| 6 | Recovery and Reconstruction of (ii) Hojai Tumpreng Road to Dighalbali
Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | Sqm | 87.7 | - |
| 7 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land. | 0.76 | Cum | 271.92 | ₹205.57 |
| 8 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mbring by mix in place method with rotavator at OMC and compaction with smooth wheel roller 80-100 km static roller to achieve the desired density complete as per technical specification clause 402 | 1 | Cum | 2,833.16 | ₹2,830.33 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone sreening/ binding materials to fill up the intersticses of course aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means. | 1 | Cum | 4,646.76 | ₹4,642.11 |
| 10 | Relaying existing good condition interlocking concrete block pavement from stack in side of the road. Excluding edge block/Edge restraint. | - | Sqm | 341.53 | - |
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