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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | RUPAM SAHA L1 |
|---|---|---|---|---|
| 1.00 | 3.4.Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m transporting to site spreading grading to required slope and compacting 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.
In widening portion | 23,514.43 | Cum | 109 ₹25,63,072.87 Lowest |
| 2.00 | 3.14.Construction of Subgrade and Earthen Shoulders. 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 upto 1000 m as per Technical Specification Clause 303.1
(i) Private Land | 3,240 | Cum | 110.38 ₹3,57,631.2 Lowest |
| 3.00 | (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment 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.
(I) For Grading I Material | 2,193.75 | Cum | 3,500 ₹76,78,125 Lowest |
| 4.00 | 3) WBM Grading 3
Using stone screnning Type -B 11.2mm for G.III
Providing laying spreading and compacting stone aggregate 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 applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means. | 1,168.49 | Cum | 3,999.86 ₹46,73,796.41 Lowest |
| 5.00 | Prime Coat
(i) Low porosity. Providing and applying prime 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 502. | 2,249.86 | Sqm | 56.97 ₹1,28,174.52 Lowest |
| 6.00 | Tack Coat
(i) Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,250 | Sqm | 10.1 ₹22,725 Lowest |
| 7.00 | 20 mm thick Open-Graded Premix Carpet using Bituminous)penetration grade/modified bitumen) Binder.Providing laying and rolling of open -graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate using penetration grade bitumen to required line grade and level to serve as wearing course on a previously prepared base including 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 B or C as per Technical Specification Clause 508.
Case-I By Manual Meanss (i) Bitumen (S-90) | 2,250 | Sqm | 220 ₹4,95,000 Lowest |
| 8.00 | Seal Coat.Prviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade cross fall using Type A Type B and Type C as per Technical Specification Clause 510.By Manual Means.Case-I: Type A (i) Bitumen (S-90) | 2,250 | Sqm | 90.6 ₹2,03,850 Lowest |
| 9.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) | 14,625 | Sqm | 1,100 ₹1,60,87,500 Lowest |
| 10.00 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 1,462.5 | sqm | 130 ₹1,90,125 Lowest |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
10 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, chandmari, Guwahati-781003
SOPD_G_20_21_124 Construction of road from Dakhin Mohanpur (near Bridge) to Sonai Kabuganj road under SOPD-G for the year 2020-21, Sonai LAC
2021_PWD_20978_7
CE/DEV/TB/93/2020-21/69
Open Tender
Civil Works
Item Rate
270 days
Sonai
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB
₹7.2 L
Yes
O/o the Chief Engineer, PWD, Roads, Assam, chandma
10 Sept 2021
5 Feb 2021
10 Feb 2021
5 Feb 2021
10 Feb 2021
6 Feb 2021
5 Feb 2021 - 10 Feb 2021
6 Feb 2021
Amount
3.4.Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m transporting to site spreading grading to required slope and compacting 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. In widening portion
3.14.Construction of Subgrade and Earthen Shoulders. 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 upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land
(A) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment 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. (I) For Grading I Material
3) WBM Grading 3 Using stone screnning Type -B 11.2mm for G.III Providing laying spreading and compacting stone aggregate 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 applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means.
Prime Coat (i) Low porosity. Providing and applying prime 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 502.
Tack Coat (i) Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm thick Open-Graded Premix Carpet using Bituminous)penetration grade/modified bitumen) Binder.Providing laying and rolling of open -graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate using penetration grade bitumen to required line grade and level to serve as wearing course on a previously prepared base including 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 B or C as per Technical Specification Clause 508. Case-I By Manual Meanss (i) Bitumen (S-90)
Seal Coat.Prviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade cross fall using Type A Type B and Type C as per Technical Specification Clause 510.By Manual Means.Case-I: Type A (i) Bitumen (S-90)
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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