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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 L+₹23,740 (4.67%)Rejected-AOC | ₹5.3 L+₹23,740 (4.67%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | WILSON.R L2 | SASIKUMAR U L1 |
|---|---|---|---|---|---|
| 1.00Road renovation | |||||
| 1.00 | OD46255/2026-2027: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 broken
stone and compacting with power roller to get a compact surface. | 4.61 | cum | 600 ₹2,768.4 Lowest | 9,071.23 ₹41,854.66 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | 1,125 | sqm | 30 ₹33,750 | 29.11 ₹32,748.75 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) or 13.2 mm to 0.9 mm (Type-B) 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 By Manual Means Type A (II) Bitumen (S-65) | 1,125 | sqm | 415 ₹4,66,875 | 363.85 ₹4,09,331.25 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 4.32 | cum | 75 ₹324 | 66.84 ₹288.75 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.35 | cum | 12,500 ₹16,875 | 9,563.75 ₹12,911.06 Lowest |
| 1.01 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.54 | sqm | 6,000 ₹3,240 | 5,003.18 ₹2,701.72 Lowest |
| 2.00rcc pipe | |||||
| 2.00 | 19.6.5:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe | 4.5 | metre | 1,800 ₹8,100 Lowest | 1,857 ₹8,356.5 |
Tender Value
₹5.1 L
EMD Value
₹12,705
Closing Date
24 Aug 2026, 6:00 pmClosed
Assistant Engineer
LID EW Section Kuthanur GP
Project no-88/27.Keezhpala road rennovation ward 15
2026_LSGD_865636_1
88/27
Open Tender
Civil Works - Roads
Item Rate
365 days
Kuthanur GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,125
Yes
₹12,705
Yes
20 Sept 2026
17 Aug 2026
29 Aug 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road renovation | |||||
| 1.001 | OD46255/2026-2027: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 broken
stone and compacting with power roller to get a compact surface. | 1 | cum | - | - |
| 1.002 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) or 13.2 mm to 0.9 mm (Type-B) 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 By Manual Means Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.005 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | - | sqm | - | - |
| 2rcc pipe | |||||
| 2.001 | 19.6.5:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe | - | metre | - | - |
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