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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAccepted-AOC | ₹23.0 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹23.0 L+₹5,000 (0.22%)Rejected-AOC | ₹23.0 L+₹5,000 (0.22%) | L2 | Rejected-AOC Higher Rate Quoted among the others |
| Sl No | Description | Qty | Unit | Juliash Basumatari L2 | Bijita Choudhury L1 |
|---|---|---|---|---|---|
| 1.00 | 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 p g 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 | 1,000.76 | Cum | 263.12 ₹2,63,321.29 Lowest | 263.12 ₹2,63,321.29 Lowest |
| 2.00 | 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 | 104.9 | Cum | 346.14 ₹36,311.12 Lowest | 346.14 ₹36,311.12 Lowest |
| 3.00 | 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 cum 1,467.50 | 165.97 | Cum | 2,806.21 ₹4,65,741.06 Lowest | 2,806.21 ₹4,65,741.06 Lowest |
| 4.00 | 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.
A By Manual Means | 75.85 | Cum | 4,569.89 ₹3,46,626.16 Lowest | 4,569.89 ₹3,46,626.16 Lowest |
| 5.00 | 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 | 758.5 | Sqm | 1,183.17 ₹8,97,434.45 Lowest | 1,183.17 ₹8,97,434.45 Lowest |
| 6.00 | Display Board | 1 | No | 2,878.75 ₹2,878.75 Lowest | 2,878.75 ₹2,878.75 Lowest |
| 7.00 | 1000 mm dia HPC
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 mate
1. Ordinary soil
(i) Upto 3 m depth | 32.72 | Cum | 130.12 ₹4,257.53 Lowest | 130.12 ₹4,257.53 Lowest |
| 8.00 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
B. With natural gravel
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | 2.71 | Cum | 5,714.32 ₹15,485.81 Lowest | 5,714.32 ₹15,485.81 Lowest |
| 9.00 | Bedding for Pipe
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 2.04 | Cum | 6,006.08 ₹12,252.4 Lowest | 6,006.08 ₹12,252.4 Lowest |
| 10.00 | 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. 1000 mm dia | 5 | Rm | 8,936.02 ₹44,680.1 | 7,936.02 ₹39,680.1 Lowest |
Tender Value
₹23 L
EMD Value
₹46,000
Closing Date
15 Jul 2025, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/15th FC/UT(VIII)/Udl-09/2025/10
2025_BoTC_45242_1
DPRD/BTC/15th FC/UT(VIII)/Udl-09/2025/10
Open Tender
Civil Works
Item Rate
90 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹460
₹46,000
Yes
21 Jun 2026
30 Jun 2025
15 Jul 2025
30 Jun 2025
15 Jul 2025
30 Jun 2025
30 Jun 2025 - 15 Jul 2025
Amount
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 p g 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. (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 cum 1,467.50
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. A By Manual Means
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
Display Board
1000 mm dia HPC 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 mate 1. Ordinary soil (i) Upto 3 m depth
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 B. With natural gravel I. P.C.C grade M 10 (i) Nominal mix 1:3:6
Bedding for Pipe (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
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. 1000 mm dia
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 I. In 1:3 Cement mortar
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Juliash Basumatari (BID ID -271966)
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