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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹100.0 LAccepted-AOC | ₹100.0 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹100.0 L+₹1,200 (0.01%)Rejected-AOC | ₹100.0 L+₹1,200 (0.01%) | 2 | Rejected-AOC Not Accepted |
| Sl No | Description | Qty | Unit | DULAL CHANDRA BORAH L2 | Ms Rain Bow Associates L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 150 mm in thickness as
per Technical Specification Clause 201. | 0.56 | Hect | 45,000 ₹25,200 Lowest | 45,000 ₹25,200 Lowest |
| 2.00 | 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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 2,851.21 | Cum | 180 ₹5,13,217.8 Lowest | 180 ₹5,13,217.8 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 | 1,029 | Cum | 200 ₹2,05,800 Lowest | 200 ₹2,05,800 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 (ii) For Grading II material | 662.42 | Cum | 3,300 ₹21,85,986 Lowest | 3,300 ₹21,85,986 Lowest |
| 5.00 | 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 2 as per Technical Specification Clause 405. A By Manual Means | 202.78 | Cum | 4,700 ₹9,53,070.7 Lowest | 4,700 ₹9,53,070.7 Lowest |
| 6.00 | 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 2 as per Technical Specification Clause 405. A By Manual Means | 365.01 | Cum | 4,720 ₹17,22,828.32 Lowest | 4,720 ₹17,22,828.32 Lowest |
| 7.00 | 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 | 2,163 | Sqm | 1,150 ₹24,87,450 Lowest | 1,150 ₹24,87,450 Lowest |
| 8.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical
Specification Clause 50 | 2,703.75 | Sqm | 40 ₹1,08,150 Lowest | 40 ₹1,08,150 Lowest |
| 9.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification
Clause 503 | 2,703.75 | Sqm | 15 ₹40,556.25 Lowest | 15 ₹40,556.25 Lowest |
| 10.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I: By Manual Means | 2,703.75 | Sqm | 200 ₹5,40,750 Lowest | 200 ₹5,40,750 Lowest |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
15 Oct 2024, 2:00 pmClosed
CE PWD Road, Assam, Ghy-3
O/o CE PWD Road, Assam, Ghy-3
Construction of Tea Garden Road at Burhapahar T.E. (i) Urialine Road (ii) Borline to Factory Road, (iii) Santipur Staff line Road and (iv) Road at Borghat under RIDF-XXX for the year 2024-25 under Kaliabor LAC
2024_PWD_39242_29
CE/Com/9/RIDF-30/24-25/1-TG
Open Tender
Civil Works – Roads
Item Rate
270 days
Kaliabor
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
7 Nov 2025
26 Sept 2024
16 Oct 2024
26 Sept 2024
15 Oct 2024
26 Sept 2024
26 Sept 2024 - 15 Oct 2024
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