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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC | ₹3.0 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹3.0 Cr+₹1,000 (<0.01%)Rejected-Finance RAHA P O RAHA P S RAHA DIST NAGAON ASSAM PIN 782103 | MARIGAON | ASSAM | 782103 | ₹3.0 Cr+₹1,000 (<0.01%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Sri Utpal Hazarika L2 | Sri Gaumkta Hojai L1 |
|---|---|---|---|---|---|
| 1.00 | (i) Dimow Raidingia Road (From Bamungaon Chariali to Chakalaghat Chariali) from Ch 0.00m to 1400.00m,
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means-, In area of non thorny jungle | 0.64 | Hectare | 52,000 ₹33,280 Lowest | 52,000 ₹33,280 Lowest |
| 2.00 | Dressing & profiling the existing road layer of the road from edge to edge of the carriageway, filling low spots and ravelled stretches by additional 13% of material s of WBM Il and screening materials for the whole surface cambering, watering, rolling with 8-10 t vibratory roller to obtain specified compaction etc.to obtain uniform surface with cross fall from the road centre line to the other edges of the existing road. Work to be carried out in accordance with MORT&H specification section 300 and as directed by the deptt. (Unit rates considered as per SOR for Road, Bridge and Culvert works for all divisions under PWD Assam 2020-21). | 5,250 | Sqm | 139 ₹7,29,750 Lowest | 139 ₹7,29,750 Lowest |
| 3.00 | Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 601.88 | Cum | 137 ₹82,457.56 Lowest | 137 ₹82,457.56 Lowest |
| 4.00 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 1,672.72 | Cum | 258 ₹4,31,561.76 Lowest | 258 ₹4,31,561.76 Lowest |
| 5.00 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | 1,002 | Cum | 339 ₹3,39,678 Lowest | 339 ₹3,39,678 Lowest |
| 6.00 | Granular Sub-base with Well Graded Material
(A) By Mix in Place Method
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 334.38 | Cum | 2,840 ₹9,49,639.2 Lowest | 2,840 ₹9,49,639.2 Lowest |
| 7.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 1,256.78 | Cum | 3,900 ₹49,01,442 Lowest | 3,900 ₹49,01,442 Lowest |
| 8.00 | Prime Coat
iii) High porosity
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | 4,315.5 | Sqm | 62 ₹2,67,561 Lowest | 62 ₹2,67,561 Lowest |
| 9.00 | Tack Coat
ii) 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 perTechnical Specification Clause 503 | 8,905.94 | Sqm | 13 ₹1,15,777.22 Lowest | 13 ₹1,15,777.22 Lowest |
| 10.00 | Inter locking concrete Block pavement
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | 1,959.95 | Sqm | 1,161 ₹22,75,501.95 Lowest | 1,161 ₹22,75,501.95 Lowest |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
25 Jul 2025, 2:00 pmClosed
CE, PWRD
CE, PWRD
MMUPPNA_RIDF_XXXI_25_26_20 Improvement and Widening of (i) Dimow Raidingia Road (From Bamungaon Chariali to Chakalaghat Chariali) from Ch 0.00m to 1400.00m, (ii) Amsoi Dighaliati Road (From Ch 9.60km to 10.60km) under Mukhya Mantrir Unnoto Paki Path
2025_PWD_45399_15
CE/DEV/TB/54/2025-26/01 Dtd- 13.06.2025
Open Tender
Civil Works – Roads
Item Rate
270 days
Nagaon
Please refer Tender Documents.
5 documents required · 5 mandatory
₹5,920
₹5.9 L
Yes
CE, PWRD
28 Jul 2026
7 Jul 2025
25 Jul 2025
7 Jul 2025
25 Jul 2025
7 Jul 2025
7 Jul 2025 - 11 Jul 2025
14 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (i) Dimow Raidingia Road (From Bamungaon Chariali to Chakalaghat Chariali) from Ch 0.00m to 1400.00m,
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means-, In area of non thorny jungle | - | Hectare | 52,995.08 | - |
| 2 | Dressing & profiling the existing road layer of the road from edge to edge of the carriageway, filling low spots and ravelled stretches by additional 13% of material s of WBM Il and screening materials for the whole surface cambering, watering, rolling with 8-10 t vibratory roller to obtain specified compaction etc.to obtain uniform surface with cross fall from the road centre line to the other edges of the existing road. Work to be carried out in accordance with MORT&H specification section 300 and as directed by the deptt. (Unit rates considered as per SOR for Road, Bridge and Culvert works for all divisions under PWD Assam 2020-21). | - | Sqm | 139.74 | - |
| 3 | Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 1 | Cum | 137.3 | ₹137.16 |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | - | Cum | 258.21 | - |
| 5 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | - | Cum | 339.68 | - |
| 6 | Granular Sub-base with Well Graded Material
(A) By Mix in Place Method
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 1 | Cum | 2,840.82 | ₹2,837.98 |
| 7 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 1 | Cum | 3,901.89 | ₹3,897.99 |
| 8 | Prime Coat
iii) High porosity
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | - | Sqm | 62.6 | - |
| 9 | Tack Coat
ii) 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 perTechnical Specification Clause 503 | - | Sqm | 13.33 | - |
| 10 | Inter locking concrete Block pavement
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | - | Sqm | 1,161.08 | - |
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