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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC MANIMUGDHA NAGAR HOUSE NO 11 CITY TOWN GUWAHATI P O KHANAPARA P S DISPUR DISTRICT KAMRUP M PIN 781022 | KAMRUP METRO | ASSAM | 781022 | ₹5.1 Cr | L1 | Accepted-AOC Awarded to L1 Bidder |
| 2 | L2₹5.4 Cr+₹34.3 L (6.78%)Rejected-Finance | ₹5.4 Cr+₹34.3 L (6.78%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹5.4 Cr+₹36.1 L (7.14%)Rejected-Finance J P AGARWALLA ROAD BHARALUMUKH GUWAHATI PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹5.4 Cr+₹36.1 L (7.14%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹5.4 Cr+₹38.9 L (7.69%)Rejected-Finance DEKARBARI CITY TOWN BARPETA P O AMGURI P S SORBHOG DISTRICT BARPETA ASSAM PIN 781317 | BARPETA | ASSAM | 781317 | ₹5.4 Cr+₹38.9 L (7.69%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹5.5 Cr+₹44.2 L (8.75%)Rejected-Finance | ₹5.5 Cr+₹44.2 L (8.75%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | HRIDAY JUGAL DAS L1 | P K and Company L6 | M/S MANJULA CONSTRUCTION L5 | Hafizur Rahman L2 | MIDAS CONSTRUCTIONS L7 | M/S Royal Smart Construction L4 | KAMAL MEDHI L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 2.8 | Hect | 42,000 ₹1,17,600 | 50,000 ₹1,40,000 | 50,000 ₹1,40,000 | 45,000 ₹1,26,000 | 40,000 ₹1,12,000 Lowest | 50,000 ₹1,40,000 | 60,000 ₹1,68,000 |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | 15,764.68 | Sqm | 5 ₹78,823.4 Lowest | 7 ₹1,10,352.76 | 7 ₹1,10,352.76 | 7 ₹1,10,352.76 | 6.5 ₹1,02,470.42 | 5 ₹78,823.4 Lowest | 15 ₹2,36,470.2 |
| 3.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. II By Mechanical Means, (b) Reinforced Cement Concrete | 220 | Cum | 650 ₹1,43,000 | 500 ₹1,10,000 | 600 ₹1,32,000 | 500 ₹1,10,000 | 250 ₹55,000 Lowest | 600 ₹1,32,000 | 710 ₹1,56,200 |
| 4.00 | Excavationfor roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto1.5 m and lead up to 50m as per Technical Specification Clause302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 2,594.87 | Cum | 110 ₹2,85,435.7 | 120 ₹3,11,384.4 | 105 ₹2,72,461.35 | 120 ₹3,11,384.4 | 80 ₹2,07,589.6 Lowest | 100 ₹2,59,487 | 140 ₹3,63,281.8 |
| 5.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,075.9 | Cum | 90 ₹1,86,831 | 150 ₹3,11,385 | 130 ₹2,69,867 | 140 ₹2,90,626 | 80 ₹1,66,072 Lowest | 130 ₹2,69,867 | 150 ₹3,11,385 |
| 6.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 | 12,598.33 | Cum | 110 ₹13,85,816.3 Lowest | 240 ₹30,23,599.2 | 200 ₹25,19,666 | 300 ₹37,79,499 | 160 ₹20,15,732.8 | 150 ₹18,89,749.5 | 210 ₹26,45,649.3 |
| 7.00 | 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 | 2,281 | Cum | 130 ₹2,96,530 Lowest | 300 ₹6,84,300 | 230 ₹5,24,630 | 400 ₹9,12,400 | 210 ₹4,79,010 | 250 ₹5,70,250 | 280 ₹6,38,680 |
| 8.00 | 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 | 1,634.85 | Cum | 2,200 ₹35,96,670 | 2,100 ₹34,33,185 Lowest | 2,300 ₹37,60,155 | 3,000 ₹49,04,550 | 2,200 ₹35,96,670 | 2,800 ₹45,77,580 | 2,300 ₹37,60,155 |
| 9.00 | 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. By Mechanical Means with 1 km lead | 4,233.09 | Cum | 3,200 ₹1,35,45,888 Lowest | 3,500 ₹1,48,15,815 | 3,949.25 ₹1,67,17,530.68 | 3,720 ₹1,57,47,094.8 | 4,000 ₹1,69,32,360 | 4,150 ₹1,75,67,323.5 | 3,600 ₹1,52,39,124 |
| 10.00 | 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502 | 25,690.5 | Sqm | 35 ₹8,99,167.5 | 60 ₹15,41,430 | 45 ₹11,56,072.5 | 45 ₹11,56,072.5 | 25 ₹6,42,262.5 Lowest | 40 ₹10,27,620 | 35 ₹8,99,167.5 |
Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
25 Jul 2025, 2:00 pmClosed
CE, PWRD
CE, PWRD
MMUPPNA_RIDF_XXXI_25_26_08 Improvement and Upgradation of Balijana Borjhora Road (Ch.10.00 Km to Ch.14.70 Km) under Mukhya Mantrir Unnoto Paki Path Nirman Achani (MMUPPNA) under RIDF-XXXI of NABARD for the year 2025-26.
2025_PWD_45399_8
CE/DEV/TB/54/2025-26/01 Dtd- 13.06.2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Goalpara
Please refer Tender Documents.
5 documents required · 5 mandatory
₹12,640
₹12.6 L
Yes
CE, PWRD
29 May 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 | 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. | 2.8 | Hect | 52,995.08 | ₹1,48,386.22 |
| 2 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | 15,764.68 | Sqm | 7.35 | ₹1,15,870.4 |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. II By Mechanical Means, (b) Reinforced Cement Concrete | 220 | Cum | 708.51 | ₹1,55,872.2 |
| 4 | Excavationfor roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto1.5 m and lead up to 50m as per Technical Specification Clause302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 2,594.87 | Cum | 137.3 | ₹3,56,275.65 |
| 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,075.9 | Cum | 169.84 | ₹3,52,570.86 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 | 12,598.33 | Cum | 258.21 | ₹32,53,014.79 |
| 7 | 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 | 2,281 | Cum | 339.68 | ₹7,74,810.08 |
| 8 | 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 | 1,634.85 | Cum | 2,851.22 | ₹46,61,317.02 |
| 9 | 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. By Mechanical Means with 1 km lead | 4,233.09 | Cum | 4,421.79 | ₹1,87,17,835.03 |
| 10 | 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 | 25,690.5 | Sqm | 62.6 | ₹16,08,225.3 |
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