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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹2,454.15Accepted-AOC BRIGHTWELL ROAD BARIK SHILLONG 793001 MEGHALAYA | ₹2,454.15 Quoted ₹22.6 Cr | H1 | Accepted-AOC H1,Awarded |
| Sl No | Description | Qty | Unit | J C INFRA CORPORATION LIMITED H1 |
|---|---|---|---|---|
| 1.00Dismantling of existing structures | ||||
| 1.01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | 232.4 | cum | 676.24 ₹1,57,158.18 Lowest |
| 2.00 | Removing all types of Hume pipes (600 mm dia) and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads. | 250 | m | 296.04 ₹74,010 Lowest |
| 3.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 64,635 | cum | 255 ₹1,64,81,925 Lowest |
| 4.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 39,132.5 | sqm | 30 ₹11,73,975 Lowest |
| 5.00 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 46,959 | cum | 195 ₹91,57,005 Lowest |
| 6.00 | Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W) | 5,869.88 | cum | 380 ₹22,30,554.4 Lowest |
| 7.00 | Construction of granular sub-base two layers of 100 mm thick 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. | 4,780.03 | cum | 6,937.02 ₹3,31,59,163.71 Lowest |
| 8.00 | Providing laying spreading soil on a prepared sub-grade pulverising . Adding the designed quantity of cement to the spread soil . Mixing in place with rotavator , grading with the motor grader and compacting with the road roller at omc to achieve the desired unconfined compressive strength and to from a layer of sub-base\base as per technical specification clause 404. | 5,899.22 | cum | 8,719.1 ₹5,14,35,889.1 Lowest |
| 9.00 | Providing and applying primer coat with hot bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification. | 61,633.69 | sqm | 52 ₹32,04,951.88 Lowest |
Tender Value
₹160.1 Cr
EMD Value
₹16.1 L
Closing Date
17 Feb 2025, 6:00 pmClosed
Empowered Officer, SRRDA,PMGSY
Office of the Empowered Officer, SRRDA, PMGSY Cell Lower lachumiere, Meghalaya, Shillong - 7930001 0364-2506228/ [email protected]
Construction i/c MBT
2025_CEMEG_138850_1
MG03III0104
Open Tender
Civil Works - Roads
Item Rate
365 days
Jaliakhala
Please refer Tender documents.
6 documents required · 6 mandatory
₹17,000
₹16.1 L
Yes
Shillong
28 Jan 2026
27 Jan 2025
18 Feb 2025
27 Jan 2025
17 Feb 2025
27 Jan 2025
27 Jan 2025 - 17 Feb 2025
4 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling of existing structures | |||||
| 1.01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | - | cum | 676.24 | - |
| 2 | Removing all types of Hume pipes (600 mm dia) and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads. | - | m | 296.04 | - |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | cum | 219.8 | - |
| 4 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | 19.8 | - |
| 5 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | 156.44 | - |
| 6 | Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W) | - | cum | 238.61 | - |
| 7 | Construction of granular sub-base two layers of 100 mm thick 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. | 1 | cum | 3,519.34 | ₹3,515.82 |
| 8 | Providing laying spreading soil on a prepared sub-grade pulverising . Adding the designed quantity of cement to the spread soil . Mixing in place with rotavator , grading with the motor grader and compacting with the road roller at omc to achieve the desired unconfined compressive strength and to from a layer of sub-base\base as per technical specification clause 404. | - | cum | 4,472.21 | - |
| 9 | Providing and applying primer coat with hot bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification. | - | sqm | 32.1 | - |
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