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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.4 LAccepted-AOC | ₹25.4 L | 1 | Accepted-AOC Agreement executed |
| Sl No | Description | Qty | Unit | SHIBU E SAMUEL L1 |
|---|---|---|---|---|
| 1.00RE TARRING | ||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 342.48 | sqm | 312.53 ₹1.1 L |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 120 | sqm | 15.99 ₹1,918.80 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 12 | cum | 3,746.14 ₹44,953.68 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 120 | sqm | 80.27 ₹9,632.40 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 120 | sqm | 18.87 ₹2,264.40 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,408 | sqm | 15.77 ₹53,744.16 |
| 1.01 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 3,528 | sqm | 222.32 ₹7.8 L |
| 1.01 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) | 3,528 | sqm | 93.39 ₹3.3 L |
| 1.01 | OD220285/2025-2026:Providing and fixing Direction and Place Identification signs Retro-reflectorised Signs with 7 years manufactured as per IRC:67 made of type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick /aluminium composite material sheeting 4mm thick with area not exceeding 0.9 sqm,with suitable back supporting frame of MS angle 40*40*6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete minimum size 40cm x 40cm x60cm, 60cm below ground level including painting all exposed surface with 2 coats of epoxy primer as per approved drawing and Clause 801 including lettering symbols etc.(Derived from MoRD spec10.3.A.2) | 0.9 | sqm | 13,594.78 ₹12,235.30 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
15 May 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID EW Section, Kalanjoor Grama Panchayath
Retender-LRRP-2024-25, KONNI LAC-SL. NO-896 -KURANGAYAM-STADIUM-PLANTATION-KURISUMUKKU ROAD, KALANJOOR GP
2026_LSGD_849619_10
01/2026-27/AE/LID EW /KLNJR Dated 07/05/2026
Open Tender
Civil Works - Roads
120 days
KALANJOOR
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
23 Jun 2026
8 May 2026
18 May 2026
8 May 2026
15 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1RE TARRING | ||||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD220285/2025-2026:Providing and fixing Direction and Place Identification signs Retro-reflectorised Signs with 7 years manufactured as per IRC:67 made of type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick /aluminium composite material sheeting 4mm thick with area not exceeding 0.9 sqm,with suitable back supporting frame of MS angle 40*40*6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete minimum size 40cm x 40cm x60cm, 60cm below ground level including painting all exposed surface with 2 coats of epoxy primer as per approved drawing and Clause 801 including lettering symbols etc.(Derived from MoRD spec10.3.A.2) | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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