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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹18.6 L+₹27,403.28 (1.49%)Rejected-AOC BALALKRISHNAN MEDA PODIPACARICIANL AT ROAD SLE TARRING POJ NO 32 WARD2 CHALACUPALLAM | MADURAI | TAMIL NADU | 625001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹18.7 L+₹39,578.20 (2.16%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ABRAHAM THOMAS L2 | ANVAR C M L3 | SATHEESH CHANDRAN L1 |
|---|---|---|---|---|---|---|
| 1.00RESTORATION WORKS | ||||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 363.76 | cum | 44.93 ₹16,343.83 | 45 ₹16,369.29 | 44 ₹16,005.53 Lowest |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 363.76 | cum | 61.6 ₹22,407.74 | 62 ₹22,553.24 | 60 ₹21,825.72 Lowest |
| 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 | 181.88 | cum | 3,244 ₹5,90,021.96 | 3,267 ₹5,94,205.23 | 3,195 ₹5,81,109.8 Lowest |
| 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. | 181.88 | cum | 3,299 ₹6,00,025.42 | 3,322 ₹6,04,208.68 | 3,248 ₹5,90,749.49 Lowest |
| 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. | 1,212.54 | sqm | 56.99 ₹69,102.65 | 57 ₹69,114.78 | 56 ₹67,902.24 Lowest |
| 1.01 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 4.12 | cum | 2,309.24 ₹9,525.62 | 2,325 ₹9,590.63 | 2,276 ₹9,388.5 Lowest |
| 1.01 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 4.12 | cum | 5,043.63 ₹20,804.97 | 5,079 ₹20,950.88 | 4,967 ₹20,488.88 Lowest |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.43 | cum | 2,388.11 ₹3,403.06 | 2,405 ₹3,427.13 | 2,352 ₹3,351.6 Lowest |
| 1.01 | OD99395/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 1.43 | cum | 8,703.75 ₹12,402.84 Lowest | 8,766 ₹12,491.55 | 11,196 ₹15,954.3 |
Tender Value
₹20.6 L
EMD Value
₹50,000
Closing Date
12 Sept 2025, 3:00 pmClosed
EXECUTIVE ENGINEER , PWD ROADEXS DIVISION KOTTAYAM
EXECUTIVE ENGINEER , PWD ROADEXS DIVISION KOTTAYAM
JJM Deposit 2025 26 Restoration of trenching done by KWA in Payyappadi Ayarkkunnam road ch 4 200 5 000
2025_PWD_793599_1
PWD/RB/TR/7194/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
3 Nov 2025
2 Sept 2025
15 Sept 2025
2 Sept 2025
12 Sept 2025
2 Sept 2025
Amount
RESTORATION WORKS
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
OD99395/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.
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.
OD59379/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD
OD59384/2025-2026:Engaging Hydraulic Excavator for clearing soil on road surface
OD59385/2025-2026:Engaging man mazdoor for clearing blocked culverts and CC drains etc, for loading & unloading activities, and other miscellaneous activities etc complete
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm 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 cm x 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.
ABRAHAM THOMAS (BID ID -2336384)
ANVAR C M (BID ID -2336261)
Bidder Name
ABRAHAM THOMAS
ANVAR C M
SATHEESH CHANDRAN
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