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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 LAccepted-AOC GELAKEY NA ALI HOUSE NO 0 P O GELAKEY P S GELAKEY 785696 | SIVASAGAR | ASSAM | 785696 | ₹37.0 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹37.0 LRejected-AOC GELEKEY CHARIALI HOUSE NO 0 GELEKEY ASSAM | SIVASAGAR | ASSAM | 785696 | ₹37.0 L | L2 | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | DEEPAK DAS L2 | MONUJ SAIKIA L1 |
|---|---|---|---|---|---|
| 1.00 | i) Mohan Gaon Puranichuk Path (from Ch. 0.00 m to Ch. 800.00 m, L=0.80 km)
Clearing and Grubbing Road Land
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.
(i) By Manual Means
(a) In area of non thorny jungle | 0.48 | Hect | 52,995.08 ₹25,437.64 | 52,995.08 ₹25,437.64 |
| 2.00 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 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 | 640 | Cum | 258.21 ₹1.7 L | 258.21 ₹1.7 L |
| 3.00 | 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 | 264 | Cum | 339.68 ₹89,675.52 | 339.68 ₹89,675.52 |
| 4.00 | Granular Sub-base with Well Graded Material (Table 400.1)
(Only for PMGSY work)
(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 | 300 | Cum | 2,215.57 ₹6.6 L | 2,215.57 ₹6.6 L |
| 5.00 | B. Cross Drainage Works (2 Nos 600mm dia HPC Single row)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 17.82 | Cum | 127.69 ₹2,275.44 | 127.69 ₹2,275.44 |
| 6.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 5.77 | Cum | 1,558.04 ₹8,989.89 | 1,558.04 ₹8,989.89 |
| 7.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B)1000mm dia. | 10 | Rm | 3,272.25 ₹32,722.50 | 3,272.25 ₹32,722.50 |
| 8.00 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 | 6.91 | Cum | 1,644.26 ₹11,361.84 | 1,644.26 ₹11,361.84 |
| 9.00 | ii) Dayaram Path (from Ch. 0.00 m to Ch. 260.00 m, L=0.26 km)
Clearing and Grubbing Road Land
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.
(i) By Manual Means
(a) In area of non thorny jungle | 0.22 | Hect | 52,995.08 ₹11,658.92 | 52,995.08 ₹11,658.92 |
| 10.00 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 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 | 119.6 | Cum | 258.21 ₹30,881.92 | 258.21 ₹30,881.92 |
Tender Value
Refer Docs
EMD Value
₹73,980
Closing Date
3 Sept 2025, 2:00 pmClosed
EE PWD NAZIRA TERRITORIAL ROAD DIVISION
O/O THE EE NTRD, NAZIRA
Improvement of i) Mohan Gaon Puranichuk Path ii) Dayaram Path iii) Bamunbari to Gosikola Path Road under SOPD(G) for the year 2025-26 under Nazira Territorial Road Division
2025_PWD_46676_1
NTRD/TECH/NIT/545/2025-26/1456 Date-11/08/2025
Open Tender
Civil Works – Roads
NAZIRA LAC
Please refer Tender documents.
2 documents required · 2 mandatory
₹740
₹73,980
Yes
27/08/2025
6 Feb 2026
20 Aug 2025
5 Sept 2025
20 Aug 2025
3 Sept 2025
20 Aug 2025
20 Aug 2025 - 27 Aug 2025
27 Aug 2025
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