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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC ASSAM CHANDMARI GUWAHATI 3 | ₹5.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹5.3 Cr+₹17.0 L (3.30%)Rejected-Finance BORHOLLA P O P S BORHOLLA DIST JORHAT PIN 785631 ASSAM | NA | NA | 785631 | ₹5.3 Cr+₹17.0 L (3.30%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹5.3 Cr+₹17.0 L (3.30%)Rejected-Finance | ₹5.3 Cr+₹17.0 L (3.30%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | RAJU BHARECH L3 | GOUTAM PINCHA L2 | Sri Subhasish Das L1 |
|---|---|---|---|---|---|---|
| 1.00 | (i) Sorasowa Gaon To Borahom Gaon
Clearing and Grubbing Road Land.
(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm thickness.
(ii)By Mechanical Means.
(a)In area of non-thorny jungle | 0.46 | Hect | 28,718 ₹13,210.28 | 30,000 ₹13,800 | 27,799.29 ₹12,787.67 Lowest |
| 2.00 | Construction of Embankment
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 | 2,495.65 | Cum | 258 ₹6,43,877.7 | 120 ₹2,99,478 Lowest | 249.95 ₹6,23,787.72 |
| 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 | 1,062.6 | Cum | 340 ₹3,61,284 | 150 ₹1,59,390 Lowest | 328.81 ₹3,49,393.51 |
| 4.00 | Granular Sub Base
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 Clause 401.
II) For Grading II Material | 659.93 | Cum | 2,840 ₹18,74,201.2 | 2,000 ₹13,19,860 Lowest | 2,749.91 ₹18,14,748.11 |
| 5.00 | Water Bound Macadam (WBM Grading III)
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.
Using stone screening Type-B 11.2 mm for Gr.III
By Manual Means | 329.85 | Cum | 4,583 ₹15,11,702.55 | 4,583 ₹15,11,702.55 | 4,436.7 ₹14,63,445.5 Lowest |
| 6.00 | ICBP
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 | 4,398.75 | Sqm | 1,161 ₹51,06,948.75 | 1,395.5 ₹61,38,455.63 | 1,123.93 ₹49,43,887.09 Lowest |
| 7.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(B)Mechanical Means(i)Depth upto 3 m | 67.09 | Cu.m | 27 ₹1,811.43 Lowest | 128 ₹8,587.52 | 123.6 ₹8,292.32 |
| 8.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Face Wall | 5.88 | Cum | 6,036 ₹35,491.68 | 6,037 ₹35,497.56 | 5,843.4 ₹34,359.19 Lowest |
| 9.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
(A) Brick masonary in 1:3 cement mortar
Face wall in Foundation | 23.53 | Cum | 7,450 ₹1,75,298.5 | 7,450 ₹1,75,298.5 | 7,212.35 ₹1,69,706.6 Lowest |
| 10.00 | Bedding of pipe : Bedding Type B (1st class) 0f well compected granular material. | 6.41 | Cum | 1,558 ₹9,986.78 | 1,558 ₹9,986.78 | 1,508.18 ₹9,667.43 Lowest |
Tender Value
₹5.3 Cr
EMD Value
₹10.6 L
Closing Date
28 Jul 2025, 2:00 pmClosed
CE,PWRD
CE,PWRD
MMPPNA_RIDF_XXXI_25_26_137 Construction of (1) Road from Sorasowa Gaon to Borahom Gaon connecting Road (2) Tarajan Hanuman Mandir Road from Ch. 0.00m to Ch. 375.00m and Ch. 1040.00m to Ch. 1765.00m (L-1100.00m) (3) Road from Phukanar Ali to KB Road v
2025_PWD_45408_123
CE/DEV/TB/60/2025-26/01 Dtd- 21.06.2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Teok
Please refer Tender Documents.
5 documents required · 5 mandatory
₹10,620
₹10.6 L
Yes
CE,PWRD
2 Feb 2026
14 Jul 2025
28 Jul 2025
14 Jul 2025
28 Jul 2025
14 Jul 2025
14 Jul 2025 - 14 Jul 2025
17 Jul 2025
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