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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance | ₹3.4 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Najrul Islam Laskar 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 | 39,159.27 | Cum | 150 ₹58,73,890.5 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 | 9,827.4 | Cum | 180 ₹17,68,932 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 | 1,563.75 | Cum | 4,000 ₹62,55,000 Lowest |
| 4.00 | WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
By Manual Means | 501.75 | Cum | 5,920 ₹29,70,360 Lowest |
| 5.00 | 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. | 938.25 | Cum | 6,000 ₹56,29,500 Lowest |
| 6.00 | Prime Coat.
Low Porpsity
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 502 | 7,290 | Sqm | 45 ₹3,28,050 Lowest |
| 7.00 | 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. | 7,290 | sqm | 15 ₹1,09,350 Lowest |
| 8.00 | 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 Bitumen (S-90) | 7,290 | sqm | 235 ₹17,13,150 Lowest |
| 9.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Manual Means Case - I : Type A Bitumen (S-90) | 7,290 | sqm | 100 ₹7,29,000 Lowest |
| 10.00 | Providing and laying Inertlocking Concrete Block Pavement (M40) having thickness 80mm as per technical specification clause 1504 . | 5,820 | sqm | 1,400 ₹81,48,000 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹6.7 L
Closing Date
22 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_123 Construction of road from (i) Silchar Hailakandi PWD road to Boalmara at Borakhai (ii) Kabuganj near Cattle Market to Chandpur under SOPD-G for the year 2020-21, Sonai LAC
2021_PWD_21337_1
CE/DEV/TB/93/2020-21/82
Open Tender
Civil Works
Item Rate
270 days
Sonai
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB
₹6.7 L
Yes
O/o the Chief Engineer, PWD, Roads, Assam, chandma
23 Feb 2021
19 Feb 2021
22 Feb 2021
19 Feb 2021
22 Feb 2021
20 Feb 2021
19 Feb 2021 - 22 Feb 2021
20 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
WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Manual Means
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. Low Porpsity 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 502
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.
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 Bitumen (S-90)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Manual Means Case - I : Type A Bitumen (S-90)
Providing and laying Inertlocking Concrete Block Pavement (M40) having thickness 80mm as per technical specification clause 1504 .
Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm equilateral triangle
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701. (iv)800mm x 600mm rectangular
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
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