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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹3.2 L+₹970.71 (0.30%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.2 L+₹1,211.27 (0.38%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | RANEESH RERMAL L3 | K V BALAKRISHNAN L1 | GOVINDANKUTTY. K L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD TARRING | ||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 8.7 | cum | 60 ₹522 Lowest | 422.08 ₹3,672.1 | 423.35 ₹3,683.15 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 43.5 | cum | 3,450 ₹1,50,075 Lowest | 3,487.08 ₹1,51,687.98 | 3,497.61 ₹1,52,146.04 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 435 | sqm | 75 ₹32,625 Lowest | 79.81 ₹34,717.35 | 80.05 ₹34,821.75 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 435 | sqm | 16 ₹6,960 Lowest | 18.67 ₹8,121.45 | 18.71 ₹8,138.85 |
| 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) | 435 | sqm | 295 ₹1,28,325 | 277.04 ₹1,20,512.4 Lowest | 277.87 ₹1,20,873.45 |
| 1.01 | OD460867/2025-2026:Supplying and fitting name board of size 75cmx45cm, made with GI plain sheet 1.25 for strengthening the GI sheet, fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and
fixing in cement mortar 1:2:4 30cmx 30cmx 30cm., including cost and conveyance of all materials labour charges , fabricating charges etc. complete. (Ref. DP data) | 1 | each | 2,400 ₹2,400 Lowest | 3,579.49 ₹3,579.49 | 3,594.32 ₹3,594.32 |
| 1.01 | 10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman | 392 | cm | 8 ₹3,136 | 1.38 ₹540.96 Lowest | 1.39 ₹544.88 |
Tender Value
₹3.2 L
EMD Value
₹8,111
Closing Date
12 Mar 2026, 3:00 pmClosed
Assistant Engineer
LID and EW Sub Division Kalliasseri Block Panchayath
Renovation
2026_LSGD_841540_1
AEE/KLSY/PROJ NO 203/26 RETEN1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalliasseri
Please refer Tender documents.
7 documents required · 7 mandatory
₹715
Yes
₹8,111
Yes
4 Jul 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD TARRING | |||||
| 1.001 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 1 | cum | - | - |
| 1.002 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.004 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD460867/2025-2026:Supplying and fitting name board of size 75cmx45cm, made with GI plain sheet 1.25 for strengthening the GI sheet, fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and
fixing in cement mortar 1:2:4 30cmx 30cmx 30cm., including cost and conveyance of all materials labour charges , fabricating charges etc. complete. (Ref. DP data) | - | each | - | - |
| 1.007 | 10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman | - | cm | - | - |
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