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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC | ₹40.0 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹40.0 LRejected-AOC | ₹40.0 L | L2 | Rejected-AOC Higher Rate Quoted among the others |
| Sl No | Description | Qty | Unit | ALMA BASUMATARY L2 | ELIUD DAIMARI 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 | 8,411.52 | Cum | 258.2 ₹21.7 L | 258.2 ₹21.7 L |
| 2.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | 786 | Cum | 1,527.21 ₹12.0 L | 1,527.21 ₹12.0 L |
| 3.00 | Constn. Of HPC Culvert 1000mm dia NP3, 2 NOS.
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 | 65.44 | Cum | 127.69 ₹8,356.03 | 127.69 ₹8,356.03 |
| 4.00 | 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 | 5.42 | Cum | 5,607.62 ₹30,393.33 | 5,607.62 ₹30,393.33 |
| 5.00 | 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
I. In 1:3 Cement mortar | 53.04 | Cum | 7,692.19 ₹4.1 L | 7,692.19 ₹4.1 L |
| 6.00 | Bedding for Pipe
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 7.14 | Cum | 5,894.12 ₹42,084.02 | 5,894.12 ₹42,084.02 |
| 7.00 | 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 | 15 | Rm | 7,787.84 ₹1.2 L | 7,787.84 ₹1.2 L |
| 8.00 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification | 104.82 | Sqm | 146.41 ₹15,346.70 | 146.41 ₹15,346.70 |
| 9.00 | Sign Board | 1 | No | 5,749.98 ₹5,749.98 | 5,649.98 ₹5,649.98 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
15 Jul 2025, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/15th FC/(IF)/Udl-07/2025/9
2025_BoTC_45211_1
DPRD/BTC/15th FC/(IF)/Udl-07/2025/9
Open Tender
Civil Works
90 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹800
₹80,000
Yes
2 Mar 2026
27 Jun 2025
15 Jul 2025
27 Jun 2025
15 Jul 2025
27 Jun 2025
27 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
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
Constn. Of HPC Culvert 1000mm dia NP3, 2 NOS. 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
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
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
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Sign Board
ALMA BASUMATARY (BID ID -271975)
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