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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC LI |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | K P JOY L2 | ALBERT JOHNSON L1 |
|---|---|---|---|---|---|
| 1.00RETARING&SIDE PROTECTION | |||||
| 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. | 69.75 | sqm | 299 ₹20,855.25 Lowest | 308.48 ₹21,516.48 |
| 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. | 870 | sqm | 17.99 ₹15,651.3 Lowest | 18.02 ₹15,677.4 |
| 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) | 870 | sqm | 280.5 ₹2,44,035 Lowest | 288.52 ₹2,51,012.4 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 13.8 | cum | 65 ₹897 Lowest | 259.3 ₹3,578.34 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 4.6 | cum | 8,799 ₹40,475.4 | 8,581.1 ₹39,473.06 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 17.25 | cum | 9,690 ₹1,67,152.5 | 9,425.31 ₹1,62,586.6 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.73 | tonne | 99,990 ₹1,72,482.75 | 89,073.79 ₹1,53,652.29 Lowest |
| 1.01 | OD275288/2025-2026:Filling with contractor&amp;#39;s own earth (excluding rock ) in trenches,plinth ,side of
foundation
etc. in layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and
watering lead up to 50m and lift up to 1.5 m as per direction of site engineer-in-charge | 23 | cum | 390 ₹8,970 Lowest | 524.32 ₹12,059.36 |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 9.2 | cum | 2,400 ₹22,080 | 2,368.06 ₹21,786.15 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,167
Closing Date
19 Mar 2026, 5:00 pmClosed
LAISHA E ASOKAN
The Assistant Engineer, LSGD, Chalakudy Municipality
Annual Plan-S0056-CHALAKUDY MUNCIPALITY 2025-26 S0056THEJUS ROAD RETARINGSOUTHERN COLLEGE ROAD CONCRETING LIFT IRRIGATION ROAD SIDE PROTECTION WORKMONAPPILLY WEST SIDE ROAD TILE WORK WARD 24-General Civil Work
2026_LSGD_847515_3
13/2025-26/AEE/LSGD/CKDY
Open Tender
Civil Works - Roads
Item Rate
300 days
Chalakudy Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,167
Yes
19 Aug 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARING&SIDE PROTECTION | |||||
| 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 | - | - |
| 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 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.005 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | OD275288/2025-2026:Filling with contractor&amp;#39;s own earth (excluding rock ) in trenches,plinth ,side of
foundation
etc. in layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and
watering lead up to 50m and lift up to 1.5 m as per direction of site engineer-in-charge | - | cum | - | - |
| 1.009 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | cum | - | - |
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