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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.0 LAccepted-AOC VILL WEST BISHMURI P O BISHMURI P S DIST KOKRAJHAR BTC ASSAM | KOKRAJHAR | KOKRAJHAR | ASSAM | ₹74.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹74.2 L+₹16,530 (0.22%)Rejected-AOC PURANA TITAGURI CITY TOWN KOKRAJHAR P O TITAGURI P S KOKRAJHAR DIST KOKRAJHAR PIN 783374 | 783374 | ₹74.2 L+₹16,530 (0.22%) | L2 | Rejected-AOC L2 |
| 3 | L3₹74.4 L+₹39,380 (0.53%)Rejected-AOC C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | ₹74.4 L+₹39,380 (0.53%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI BIBEKANANDA DEY L3 | Manoj Kumar Machahary L2 | SANMANJAY BASUMATARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Road Works:
2.2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny jungle | 0.3 | Hect. | 52,995.08 ₹15,898.52 Lowest | 52,995.08 ₹15,898.52 Lowest | 52,995.08 ₹15,898.52 Lowest |
| 2.00 | 3.4 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 | 2,947.34 | Cum | 268 ₹7,89,887.12 | 262 ₹7,72,203.08 | 258.21 ₹7,61,032.66 Lowest |
| 3.00 | 3.14 Construction of sub grade 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 | 516.06 | Cum | 347 ₹1,79,072.82 | 344 ₹1,77,524.64 | 339.68 ₹1,75,295.26 Lowest |
| 4.00 | 4.1(A) Construction of granular sub-base by providing close 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 | 211.5 | Cum | 2,056 ₹4,34,844 | 2,048 ₹4,33,152 | 2,042 ₹4,31,883 Lowest |
| 5.00 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | 24,845.29 ₹24,845.29 Lowest | 24,845.31 ₹24,845.31 | 24,845.3 ₹24,845.3 |
| 6.00 | 10.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 60 mm equilateral triangle | 6 | Each | 3,933.19 ₹23,599.14 Lowest | 3,933.19 ₹23,599.14 Lowest | 3,933.19 ₹23,599.14 Lowest |
| 7.00 | iii) 60 mm circular | 4 | Each | 5,346.8 ₹21,387.2 | 5,345.8 ₹21,383.2 Lowest | 5,345.8 ₹21,383.2 Lowest |
| 8.00 | 16.60 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 30 | Each | 760.72 ₹22,821.6 Lowest | 760.72 ₹22,821.6 Lowest | 760.72 ₹22,821.6 Lowest |
| 9.00 | BOX CULVERT (4.00m x 4.00m, 3 Cell)
11.1 Earthwork in excavation of foundation 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.
(i) Ordinary soil
Upto 3 m depth | 384.36 | Cum | 133 ₹51,119.88 | 128 ₹49,198.08 | 127.69 ₹49,078.93 Lowest |
| 10.00 | 11.2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
I. Sand filling | 22.03 | Cum | 1,644.26 ₹36,226.34 Lowest | 1,644.26 ₹36,226.34 Lowest | 1,644.26 ₹36,226.34 Lowest |
Tender Value
₹74.0 L
EMD Value
₹1.5 L
Closing Date
8 Jun 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of 2 nos. R.C.C. Box Cell Bridge over Dambra River at No.4 Garlabari village road of Kokrajhar District, BTC, Assam under S.O.P.D. for the year 2025-26. TN_01_05
2026_BTC_52338_1
No.62/ACE/NIT/BTC/2026-27/05
Open Tender
Civil Works – Roads
Item Rate
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹1,500
₹1.5 L
Yes
17 Aug 2026
15 May 2026
8 Jun 2026
15 May 2026
8 Jun 2026
15 May 2026
15 May 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Road Works:
2.2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny jungle | - | Hect. | - | - |
| 2 | 3.4 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 | - | - |
| 3 | 3.14 Construction of sub grade 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 | Cum | - | - |
| 4 | 4.1(A) Construction of granular sub-base by providing close 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 | - | Cum | - | - |
| 5 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | - | Each | - | - |
| 6 | 10.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 60 mm equilateral triangle | - | Each | - | - |
| 7 | iii) 60 mm circular | - | Each | - | - |
| 8 | 16.60 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | - | Each | - | - |
| 9 | BOX CULVERT (4.00m x 4.00m, 3 Cell)
11.1 Earthwork in excavation of foundation 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.
(i) Ordinary soil
Upto 3 m depth | - | Cum | - | - |
| 10 | 11.2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
I. Sand filling | - | Cum | - | - |
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