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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.5 LAccepted-AOC C O HAREN NATH BASUMATARY NALBARI P O BARIHAR BAZAR P S ORANG DIST UDALGURI BTC ASSAM PIN 784114 | ORANG | UDALGURI | ASSAM | 784114 | ₹34.5 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹34.5 LRejected-AOC C O NAGESWAR BRAHMA PURANI GARAIBARI P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 784509 | UDALGURI | UDALGURI | ASSAM | 784509 | ₹34.5 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹34.5 LRejected-AOC C O BINOD DAIMARI VILL GOLMAGAON P O P S GOLMAGAON DIST UDALGURI BTC ASSAM PIN 784509 | GOLMAGAON | UDALGURI | ASSAM | 784509 | ₹34.5 L | L3 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | MEERA DAIMARI L3 | SRI BIJU NATH BASUMATARY L1 | RATUL BRAHMA L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 0.28 | Hectre | 50,000 ₹13,800 | 52,995.08 ₹14,626.64 | 52,995.08 ₹14,626.64 |
| 2.00 | Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonry works as per Technical Specification Clause 202.
(C) Above 900 mm dia Hume pipe. | 10 | RM | 200 ₹2,000 | 463.51 ₹4,635.10 | 463.5 ₹4,635.05 |
| 3.00 | 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 1000m as per technical specification clasue 301.5.
(i) Private land | 1,392.51 | Cum | 250 ₹3.5 L | 258.21 ₹3.6 L | 258.21 ₹3.6 L |
| 4.00 | 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 1000m as per technical specification clause 303.1
(i) Private land | 618.36 | Cum | 300 ₹1.9 L | 339.68 ₹2.1 L | 339.68 ₹2.1 L |
| 5.00 | 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 | 221.96 | Cum | 3,200 ₹7.1 L | 2,732.31 ₹6.1 L | 2,732.31 ₹6.1 L |
| 6.00 | 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
v) 600mm x 450mm rectangular | 1 | Each | 5,000 ₹5,000 | 5,662.88 ₹5,662.88 | 5,675.14 ₹5,675.14 |
| 7.00 | RCC SLAB CULVERT 4.00 M SPAN :
Earth work in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 210.3 | Cum | 200 ₹42,060 | 127.69 ₹26,853.21 | 127.69 ₹26,853.21 |
| 8.00 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203.
B. With Natural Gravel
I. PCC M 10 (i) Nominal Mix 1:3:6 | 39.5 | Cum | 7,000 ₹2.8 L | 6,036.57 ₹2.4 L | 6,036.57 ₹2.4 L |
| 9.00 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 202.55 | Cum | 7,000 ₹14.2 L | 7,983.11 ₹16.2 L | 7,983.11 ₹16.2 L |
| 10.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 112.83 | Sqm | 150 ₹16,924.35 | 146.41 ₹16,519.29 | 146.41 ₹16,519.29 |
Tender Value
₹34.5 L
EMD Value
₹70,000
Closing Date
29 Jan 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Recovery and Re-construction of Garogaon to Saaotalgaon under NDRF(PDNA-2022) for the year 2025-26.
2026_BoTC_50070_7
SE(R/B)/20-21/Pt-III/20
Open Tender
Civil Works – Roads
90 days
Mazbat, Udalguri dist
Please refer Tender documents.
4 documents required · 4 mandatory
₹700
₹70,000
Yes
18 May 2026
8 Jan 2026
29 Jan 2026
8 Jan 2026
29 Jan 2026
8 Jan 2026
8 Jan 2026 - 17 Jan 2026
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
Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonry works as per Technical Specification Clause 202. (C) Above 900 mm dia Hume pipe.
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 1000m as per technical specification clasue 301.5. (i) Private land
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 1000m as per technical specification clause 303.1 (i) Private land
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
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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 v) 600mm x 450mm rectangular
RCC SLAB CULVERT 4.00 M SPAN : Earth work in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC M 10 (i) Nominal Mix 1:3:6
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (i) Nominal mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (iv) RCC Grade M 25 (i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular Material
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B. With Natural Gravel
Drainage spouts as complete as per drawing and technical specifications Clause 1209.
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
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