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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹24.9 L+₹60,874.70 (2.50%)Rejected-AOC THAIBHAGAM ANAPRAMPAL S PO THALAVADY THALAVADY GRAMA PANCHAYATH | L2 | Rejected-AOC L2 | |
| 3 | L3₹25.4 L+₹1.1 L (4.47%)Rejected-AOC PADINJARE PANDARATHIL OORUKARY P O RAMANKARY ALAPPUZHA KERALA | RAMANKARY | ALAPPUZHA | KERALA | L3 | Rejected-AOC L3 | |
| 4 | L4₹25.6 L+₹1.3 L (5.52%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹26.0 L+₹1.7 L (7.15%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | SUNIL M L1 | RAMESH V DEV L2 | ASWATHY RAJ L5 | JB ASSOCIATES PVT LTD L4 | sreenath p v L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Improvements to Road way | ||||||||
| 1.00 | OD122/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with
scarified materials mixed with water at OMC and then by rolling so as to achieve minimum dry density for embankment of construction | 1,229 | sqm | 7.39 ₹9,082.31 | 6.91 ₹8,492.39 Lowest | 10 ₹12,290 | 6.91 ₹8,492.39 Lowest | 8 ₹9,832 |
| 1.00 | OD120/2025-2026:Construction of embankment with material obtained from Borrow pits:. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading grading to required slope and compacting to meet requirement of table 300-2 | 114.6 | cum | 970.73 ₹1,11,245.66 Lowest | 1,000 ₹1,14,600 | 1,025 ₹1,17,465 | 1,000 ₹1,14,600 | 1,008 ₹1,15,516.8 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing 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. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 255.34 | cum | 3,436.55 ₹8,77,481.8 Lowest | 3,461.24 ₹8,83,786.1 | 3,600 ₹9,19,216.8 | 3,555 ₹9,07,726.59 | 3,594 ₹9,17,684.77 |
| 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. | 247.84 | cum | 3,494.58 ₹8,66,089.72 Lowest | 3,600 ₹8,92,216.8 | 3,700 ₹9,17,000.6 | 3,799 ₹9,41,536.56 | 3,655 ₹9,05,847.89 |
| 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. | 1,602.25 | sqm | 60.37 ₹96,727.83 Lowest | 63 ₹1,00,941.75 | 75 ₹1,20,168.75 | 63 ₹1,00,941.75 | 63 ₹1,00,941.75 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 1,602.25 | sqm | 14.22 ₹22,784 | 14.87 ₹23,825.46 | 20 ₹32,045 | 14.87 ₹23,825.46 | 14 ₹22,431.5 Lowest |
| 1.01 | OD123/2025-2026:null Mix seal Surfacing Providing ,laying and rolling of close - graded premix
surfacing material of 20mm thickness composed of 11.2mm to 0.9 mm Type -A
aggregate using penetration grade bitumen to required line, grade and level to serve as
wearing course on previously prepared base, including mixing in a suitable plant
,laying and rolling with a three wheel 8-10 KN static roller and finishing to required
level and grades as per Technical specifications clause 509 of MORD (Usage of
bitumen is 22.00 kg/10M2)- BY Manual Means | 1,602.25 | sqm | 275.84 ₹4,41,964.64 Lowest | 288.54 ₹4,62,313.22 | 300 ₹4,80,675 | 288.54 ₹4,62,313.22 | 288 ₹4,61,448 |
| 1.01 | OD121/2025-2026:Providing and fixing of DLP board with Non retro refectorised Vinyl sign with 1 year warranty manufactured Vinyl Printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composi material sheeting 4 mm thick with area not exceeding 0.9 sq m with suitable back supporting frame of MS angl 40x40x6 and supported on GI pipe pole 50 mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cmx 60 cm,60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc | 0.73 | sqm | 6,639.81 ₹4,860.34 Lowest | 6,742.18 ₹4,935.28 | 6,945 ₹5,083.74 | 6,742.18 ₹4,935.28 | 6,945 ₹5,083.74 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
5 Aug 2025, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer Roads Division Alappuzha
LAC ADS 2024 25 Kuttanad LAC Construction of Ambulance bridge to GhoorkhandasarCulvert Road in Ward 8 of Thalavady GP General Civil Work
2025_PWD_780023_1
PWD/RB/TR/6830/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Alappuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
22 Sept 2025
29 Jul 2025
7 Aug 2025
29 Jul 2025
5 Aug 2025
29 Jul 2025
Amount
Improvements to Road way
OD122/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum dry density for embankment of construction
OD120/2025-2026:Construction of embankment with material obtained from Borrow pits:. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading grading to required slope and compacting to meet requirement of table 300-2
4.1.B.1:Construction of granular sub-base by providing 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. Grading-V - For sub-base cum drainage layer - Mix in Place Method
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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
OD123/2025-2026:null Mix seal Surfacing Providing ,laying and rolling of close - graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9 mm Type -A aggregate using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant ,laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical specifications clause 509 of MORD (Usage of bitumen is 22.00 kg/10M2)- BY Manual Means
OD121/2025-2026:Providing and fixing of DLP board with Non retro refectorised Vinyl sign with 1 year warranty manufactured Vinyl Printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composi material sheeting 4 mm thick with area not exceeding 0.9 sq m with suitable back supporting frame of MS angl 40x40x6 and supported on GI pipe pole 50 mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cmx 60 cm,60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc
RAMESH V DEV (BID ID -2275129)
sreenath p v (BID ID -2274338)
JB ASSOCIATES PVT LTD (BID ID -2275190)
ASWATHY RAJ (BID ID -2274437)
Bidder Name
SUNIL M
RAMESH V DEV
sreenath p v
JB ASSOCIATES PVT LTD
ASWATHY RAJ
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