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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 LAccepted-AOC | ₹20.5 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹20.5 LRejected-AOC | ₹20.5 L | L2 | Rejected-AOC Higher Rate Quoted among the others |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy of Bid documents not submitted. |
| Sl No | Description | Qty | Unit | Dhaniram Basumatary L2 | Sri Birgrang Basumatary L1 |
|---|---|---|---|---|---|
| 1.00Sub Heading 1 | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials 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) By Manual Means (A) In area of non thorny jungle. | 0.06 | Hect | 53,067.87 ₹3,173.46 | 53,067.87 ₹3,173.46 |
| 1.02 | Construction of embankment with approved material obtained from borrow pits with all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5
(i) Private Land | 820.35 | Cum | 258.56 ₹2.1 L | 258.56 ₹2.1 L |
| 1.03 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift 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. | 665.85 | Cum | 339.47 ₹2.3 L | 339.47 ₹2.3 L |
| 1.04 | Constr. 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 dencity, complete as per Technical Specification Clause 401 (ii) For Grading II material. | 129.38 | Cu.m | 2,517.73 ₹3.3 L | 2,517.73 ₹3.3 L |
| 1.05 | WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregate of specific sizes to WBM specification incl. spreading in uniform thickness, hand packing,rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening; binding materials to fill up the interstiches of course aggregate, watering and compacting to required dencity as per Technical Specification Clause 405. (B) By Manual Means. 1) Grading No.II (11.20 mm agg. with screening material type-B) | 64.69 | Cu.m | 4,218.36 ₹2.7 L | 4,218.36 ₹2.7 L |
| 2.00 | Inter Locking Conc. Block Pavement i) Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504. (iv) Rates are inclusive of CC Edge block (carriage are analysis enclosed) | 862.5 | Sqm | 1,165 ₹10.0 L | 1,162.67 ₹10.0 L |
| 3.00 | Display Board | 1 | No | 4,986 ₹4,986 | 4,986 ₹4,986 |
Tender Value
₹20.5 L
EMD Value
₹40,954
Closing Date
5 Dec 2023, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/(SOPD)Udl-03/2023/08
2023_BoTC_33925_1
DPRD/BTC/(SOPD)Udl-03/2023/08
Open Tender
Civil Works
180 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹410
₹40,954
Yes
17 May 2026
14 Nov 2023
6 Dec 2023
14 Nov 2023
5 Dec 2023
14 Nov 2023
14 Nov 2023 - 5 Dec 2023
Amount
Sub Heading 1
Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials 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) By Manual Means (A) In area of non thorny jungle.
Construction of embankment with approved material obtained from borrow pits with all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift 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.
Constr. 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 dencity, complete as per Technical Specification Clause 401 (ii) For Grading II material.
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregate of specific sizes to WBM specification incl. spreading in uniform thickness, hand packing,rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening; binding materials to fill up the interstiches of course aggregate, watering and compacting to required dencity as per Technical Specification Clause 405. (B) By Manual Means. 1) Grading No.II (11.20 mm agg. with screening material type-B)
Inter Locking Conc. Block Pavement i) Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504. (iv) Rates are inclusive of CC Edge block (carriage are analysis enclosed)
Display Board
Dhaniram Basumatary
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