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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | ₹12.1 L Quoted ₹24.3 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L1₹12.2 LAccepted-AOC | ₹12.2 L Quoted ₹24.3 L | L1 | Accepted-AOC Work Order Issued |
| 3 | L2₹24.3 LSame as L1Rejected-AOC NIDANPUR HOUSE NO 00 CITY TOWN GOALPARA P O LAKHIPUR PS LAKHIPUR DIST GOALPARA PIN 783129 | GOALPARA | ASSAM | 783129 | ₹24.3 LSame as L1 | L2 | Rejected-AOC L2 |
| 4 | L3₹24.3 L+₹155.55 (<0.01%)Rejected-AOC | ₹24.3 L+₹155.55 (<0.01%) | L3 | Rejected-AOC L3 |
| 5 | Rejected-Technical BAMUNIRVITA KATARIHARA LAKHIPUR GOALPARA 783132 | DHUBRI | ASSAM | 783132 | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | ANISUR RAHMAN L2 | M/S BASTAV CONTRACTORS AND ENGINEERS L1 | Abdur Rohim Badsha L1 | dharmeswar L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Heavy Dressing
Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 4,875 | Sqm | 151.1 ₹7,36,612.5 | 150 ₹7,31,250 | 8.27 ₹40,316.25 | 1.5 ₹7,312.5 Lowest |
| 2.00 | Construcion of Embankment with Material Obtained from Borrow Pits.
Construction embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope qand compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (ii) From Private land. | 1,539.06 | cu.m | 365.86 ₹5,63,079.39 | 300 ₹4,61,717.1 | 195 ₹3,00,116.11 Lowest | 235 ₹3,61,678.4 |
| 3.00 | Construction of Subgrade and earthen Shoulders
Construction of subgrade and earthen shoulders approved material obtained from borrow pits with all litf and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1 (ii) From Private land. | 984.75 | cu.m | 650.9 ₹6,40,973.78 | 320 ₹3,15,120 | 209 ₹2,05,812.75 Lowest | 255 ₹2,51,111.25 |
| 4.00 | Gravel/Soil-Aggregregate surface course (table 400.3)
Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 731.25 | cu.m | 671.62 ₹4,91,122.12 Lowest | 1,254 ₹9,16,987.5 | 2,570 ₹18,79,312.5 | 2,469.54 ₹18,05,851.12 |
| 5.00 | 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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.
(iv) 80 cm x 600 cm rectangular | 1 | Each | 12.21 ₹12.21 Lowest | 6,725.4 ₹6,725.4 | 6,242.39 ₹6,242.39 | 6,002.28 ₹6,002.28 |
Tender Value
₹27.0 L
EMD Value
₹54,040
Closing Date
4 Jan 2025, 2:00 pmClosed
EE, PWRD, Goalpara East_Jaleswar TR Division
O/O The EE, PWRD, Goalpara East_Jaleswar TR Division, Goalpara
GLP/EE/GE_J)/SOPD(G)/2024 25/34 Construction of Manaspara Reserve to Chalakura Road (from ch. 0.00m to Ch. 1300.00m ) under SOPD-G for the year 2024-25
2024_PWD_41598_5
GLP/GE_J/TECH/SOPD(G)/NIT/2024 25/2654-2659 Dated 12.12.2024
Open Tender
Civil Works – Roads
Item Rate
90 days
Goalpara
Please refer Tender documents.
5 documents required · 5 mandatory
₹900
₹54,040
Yes
8 Oct 2025
23 Dec 2024
8 Jan 2025
23 Dec 2024
4 Jan 2025
23 Dec 2024
23 Dec 2024 - 4 Jan 2025
Amount
Heavy Dressing Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Construcion of Embankment with Material Obtained from Borrow Pits. Construction embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope qand compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (ii) From Private land.
Construction of Subgrade and earthen Shoulders Construction of subgrade and earthen shoulders approved material obtained from borrow pits with all litf and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1 (ii) From Private land.
Gravel/Soil-Aggregregate surface course (table 400.3) Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801. (iv) 80 cm x 600 cm rectangular
M/S BASTAV CONTRACTORS AND ENGINEERS (BID ID -254115)
ANISUR RAHMAN (BID ID -253980)
dharmeswar (BID ID -254172)
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