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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹40.0 L+₹1,202 (0.03%)Admitted-Finance NAMALPUR CITY TOWN CHIRANG P O P S CHIRANG DISTRICT CHIRANG PIN 783373 | CHIRANG | ASSAM | 783373 | L2 | Admitted-Finance | |
| 3 | L3₹43.4 L+₹3.4 L (8.55%)Admitted-Finance BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAJU CHANDRA BASUMATARY L3 | TAMESWAR BASUMATARY L2 | Sudip Saha L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bushes, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
(i) In area of non thorny jungle. | 0.11 | Hect. | 45,000 ₹5,040 Lowest | 54,000.3 ₹6,048.03 | 52,995.08 ₹5,935.45 |
| 2.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable with all lifts and lead of 1000m as per Technical Specification Clause 202.:: I) By manual means :: c) RCC | 46.2 | Cum | 3,000 ₹1,38,600 | 2,500 ₹1,15,500 | 1,270.8 ₹58,710.96 Lowest |
| 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 up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(I) Private Land. | 2,704.48 | Cum | 250 ₹6,76,120 | 240 ₹6,49,075.2 Lowest | 258.21 ₹6,98,323.78 |
| 4.00 | 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 up to 1000m as per Technical Specification Clause 300.1
(I) Private Land. | 62.22 | Cum | 300 ₹18,664.5 | 250 ₹15,553.75 Lowest | 339.68 ₹21,133.19 |
| 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 with OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(II) For Grading II Material | 153.78 | Cum | 2,400 ₹3,69,072 | 2,250 ₹3,46,005 | 2,236.78 ₹3,43,972.03 Lowest |
| 6.00 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat 25mm x 5m size on back onf edges. The lower plate will be welded. | 1 | Each | 18,000 ₹18,000 Lowest | 22,500 ₹22,500 | 24,845.29 ₹24,845.29 |
| 7.00 | Construction of temporary bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. In each rows driven at least 180cm below ground level and rows not more than 150cm apart from centre to centre Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and two layers of jati bamboo. | 60 | Rm | 5,500 ₹3,30,000 | 4,000 ₹2,40,000 Lowest | 4,088.18 ₹2,45,290.8 |
| 8.00 | Construction of RCC Box Culvert 3 Cell
Earthwork in excavation for structures as per drawing and technical specification 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.
V) Marshy soil | 234.7 | Cum | 200 ₹46,940 Lowest | 250 ₹58,675 | 585.57 ₹1,37,433.28 |
| 9.00 | Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
I. Sand filling | 26.91 | Cum | 1,500 ₹40,365 | 1,200 ₹32,292 Lowest | 1,644.26 ₹44,247.04 |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
B. With Natural Gravel
II. P.C.C. Grade M15 (i) Nominal Mix (1:2:5:5) | 14.61 | Cum | 6,000 ₹87,660 | 6,000 ₹87,660 | 5,536.77 ₹80,892.21 Lowest |
Tender Value
₹40.0 L
EMD Value
₹80,000
Closing Date
7 Feb 2026, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Construction of RCC Culvert at Boro Kurshakati to Khagrabari Village Road under IBA (Infrastructure Development Project) for the year 2025-26.
2026_BoTC_50241_4
SE(R/B)/20-21/Pt-III/27
Open Tender
Civil Works – Roads
Item Rate
90 days
Kokrajhar district
Please refer Tender documents.
4 documents required · 4 mandatory
₹800
₹80,000
Yes
26 Oct 2026
14 Jan 2026
7 Feb 2026
14 Jan 2026
7 Feb 2026
16 Jan 2026
16 Jan 2026 - 28 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bushes, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
(i) In area of non thorny jungle. | 0.11 | Hect. | - | - |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable with all lifts and lead of 1000m as per Technical Specification Clause 202.:: I) By manual means :: c) RCC | 46.2 | Cum | - | - |
| 3 | 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 up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(I) Private Land. | 2,704.48 | Cum | - | - |
| 4 | 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 up to 1000m as per Technical Specification Clause 300.1
(I) Private Land. | 62.22 | Cum | - | - |
| 5 | 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 with OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(II) For Grading II Material | 153.78 | Cum | - | - |
| 6 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat 25mm x 5m size on back onf edges. The lower plate will be welded. | 1 | Each | - | - |
| 7 | Construction of temporary bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. In each rows driven at least 180cm below ground level and rows not more than 150cm apart from centre to centre Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and two layers of jati bamboo. | 60 | Rm | - | - |
| 8 | Construction of RCC Box Culvert 3 Cell
Earthwork in excavation for structures as per drawing and technical specification 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.
V) Marshy soil | 234.7 | Cum | - | - |
| 9 | Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
I. Sand filling | 26.91 | Cum | - | - |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
B. With Natural Gravel
II. P.C.C. Grade M15 (i) Nominal Mix (1:2:5:5) | 14.61 | Cum | - | - |
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