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Tender ID
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₹19.6 LAccepted-AOC | L1 | Accepted-AOC Accepted by BEC | |
| 2 | L2₹19.6 L+₹1,000 (0.05%)Rejected-Finance | L2 | Rejected-Finance Rejected by BEC |
| Sl No | Description | Qty | Unit | MANTU KALITA L1 | BISWAJIT RABHA L2 |
|---|---|---|---|---|---|
| 1.00 | 1_Bakarapara Road
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 1000 m 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 | 0.25 | Hect. | 49,195.07 ₹12,298.77 Lowest | 52,995.07 ₹13,248.77 |
| 2.00 | 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 1000 m as per Technical pecification Clause 301.5. (i) Private Land | 968.9 | Cum | 258.21 ₹2,50,180.63 Lowest | 258.21 ₹2,50,180.63 Lowest |
| 3.00 | 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 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | 165 | Cum | 339.67 ₹56,045.55 Lowest | 339.67 ₹56,045.55 Lowest |
| 4.00 | 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. | 199.56 | Cum | 2,849.22 ₹5,68,590.34 Lowest | 2,849.22 ₹5,68,590.34 Lowest |
| 5.00 | Construction of H P Culvert 600mm dia
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. | 32.68 | Cum | 127.69 ₹4,172.91 Lowest | 127.69 ₹4,172.91 Lowest |
| 6.00 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 | 1.81 | Cum | 6,036.57 ₹10,926.19 Lowest | 6,036.57 ₹10,926.19 Lowest |
| 7.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 3.45 | Cum | 1,558.04 ₹5,375.24 Lowest | 1,558.04 ₹5,375.24 Lowest |
| 8.00 | Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4) | 16.76 | Cum | 7,450.77 ₹1,24,874.91 Lowest | 7,450.77 ₹1,24,874.91 Lowest |
| 9.00 | 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)600mm dia. | 7.5 | Each | 3,272.25 ₹24,541.88 Lowest | 3,272.25 ₹24,541.88 Lowest |
| 10.00 | Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification | 27.62 | Sqm | 146.41 ₹4,043.84 Lowest | 146.41 ₹4,043.84 Lowest |
Tender Value
₹19.6 L
EMD Value
₹39,000
Closing Date
24 Sept 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE,South Kamrup TRD
O/o the EE,South KamrupTRD
SKTRD/SOPD-G/25-26/20_Improvement of 1. Bakarapara Road 2. Road from Merghar tiniali to PWD Road 3. Mekurikuchi Smachan Road by providing Gravel Wearing Course _GWC_ under SOPD_G_ for the year 2025-26. _Palashbari LAC_
2025_PWD_47133_20
SKTRD/Tech/106/2025-26
Open Tender
Civil Works – Roads
Item Rate
90 days
Kamrup Rural
Please refer Tender documents.
5 documents required · 5 mandatory
₹400
₹39,000
Yes
O/o the EE,South KamrupTRD
18 Dec 2025
30 Aug 2025
24 Sept 2025
1 Sept 2025
24 Sept 2025
1 Sept 2025
1 Sept 2025 - 22 Sept 2025
6 Sept 2025
Amount
1_Bakarapara Road 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 1000 m 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
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 pecification Clause 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 1000 m 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.
Construction of H P Culvert 600mm dia 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.
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
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)600mm dia.
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
2_Road from Merghar tiniali to PWD Road 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 1000 m 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
CConstruction 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
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.
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
3_Mekurikuchi Smachan Road 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 1000 m 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
Compacting original ground supporting subgrade (ii) Loosening of theground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2
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
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. (a) 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 three wheel 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
BISWAJIT RABHA (BID ID -282089)
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