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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.2 LRejected-AOC | ₹13.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SURESH KUMAR V K L2 | RAFEEQUE L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.09 | Hectare | 60,000 ₹5,220 | 54,857.25 ₹4,772.58 |
| 1.00 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 130.5 | cum | 36 ₹4,698 | 34.51 ₹4,503.56 |
| 1.00 | 4.1.B.3:Granular Sub-Base with Close Graded Material (Table:- 400-1):- By Mix in Place Method - For Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401 | 130.5 | cum | 3,600 ₹4.7 L | 3,511.2 ₹4.6 L |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 130.5 | cum | 3,500 ₹4.6 L | 3,417.94 ₹4.5 L |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 870 | sqm | 65 ₹56,550 | 63 ₹54,810 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 870 | sqm | 15 ₹13,050 | 12.21 ₹10,622.70 |
| 1.01 | OD37955/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness
composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using
V G 30 to the 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 Smooth wheeled roller 8-10
tonne capacity, and finishing to required level and grade. as per Technical Specification Clause
509 of MORD | 870 | per sqm | 300 ₹2.6 L | 276.83 ₹2.4 L |
| 1.01 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 82.65 | cum | 600 ₹49,590 | 563.62 ₹46,583.19 |
| 1.01 | OD189175/2025-2026:Providing and fixing Concrete name plate of size 600mmx100mm, 1200mm long,
800mm above ground level and 400mm below GL. casted in M20 Grade concrete
reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @
100mm c/c, firmly fixed in position by means of foundation of size
0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2
coats on exposed surface with synthetic enamel paint in black letters in yellow
surface. | 1 | 1 nos | 3,000 ₹3,000 | 2,528.57 ₹2,528.57 |
Tender Value
₹12.7 L
EMD Value
₹31,771
Closing Date
27 Oct 2025, 11:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer Office of the Assistant Executive Engineer PWD roads sub division Mananthavady
MLA-SDF-MLA-SDF 2023-2024 Mananthavady LAC Kattrapalli- Koyileri Road in Panamaram Grama Panchayath Mananthavady constituency wayanad district-General Civil Work
2025_PWD_811883_1
D3/PWD/RB/TR/8726/2025 dt 18/10/2025
Open Tender
Civil Works - Roads
90 days
Panamaram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,771
Yes
22 Dec 2025
18 Oct 2025
30 Oct 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
Amount
Road work
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
4.1.B.3:Granular Sub-Base with Close Graded Material (Table:- 400-1):- By Mix in Place Method - For Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD37955/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. as per Technical Specification Clause 509 of MORD
3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
OD189175/2025-2026:Providing and fixing Concrete name plate of size 600mmx100mm, 1200mm long, 800mm above ground level and 400mm below GL. casted in M20 Grade concrete reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @ 100mm c/c, firmly fixed in position by means of foundation of size 0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in black letters in yellow surface.
SURESH KUMAR V K (BID ID -2411368)
Bidder Name
RAFEEQUE
SURESH KUMAR V K
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