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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Fee/PreQual/Technical/Finance NOT AVAILABLE | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹16.1 L+₹3,080 (0.19%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹16.9 L+₹76,010.60 (4.72%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹17.1 L+₹1.0 L (6.44%)Admitted-Fee/PreQual/Technical/Finance NOT AVAILABLE | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹17.5 L+₹1.4 L (8.72%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOSHY K.P L2 | t.l.anto L5 | MUHAMMEDALI V A L3 | Mr.M.GOGIN L1 | P VINOD L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00RETARRING &DRAIN CONSTRUCTION | ||||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 31.49 | sqm | 470 ₹14,800.3 Lowest | 470 ₹14,800.3 Lowest | 490 ₹15,430.1 | 470 ₹14,800.3 Lowest | 520 ₹16,374.8 |
| 1.00 | 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. | 770 | sqm | 24 ₹18,480 Lowest | 24 ₹18,480 Lowest | 25 ₹19,250 | 24 ₹18,480 Lowest | 28 ₹21,560 |
| 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) | 770 | sqm | 363 ₹2,79,510 Lowest | 363 ₹2,79,510 Lowest | 370 ₹2,84,900 | 363 ₹2,79,510 Lowest | 390 ₹3,00,300 |
| 1.00 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 26.4 | cum | 780 ₹20,592 Lowest | 780 ₹20,592 Lowest | 800 ₹21,120 | 780 ₹20,592 Lowest | 820 ₹21,648 |
| 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. | 125.4 | cum | 66 ₹8,276.4 Lowest | 66 ₹8,276.4 Lowest | 67 ₹8,401.8 | 66 ₹8,276.4 Lowest | 78 ₹9,781.2 |
| 1.01 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 17.6 | cum | 9,000 ₹1,58,400 Lowest | 9,000 ₹1,58,400 Lowest | 9,400 ₹1,65,440 | 9,000 ₹1,58,400 Lowest | 9,900 ₹1,74,240 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 61.6 | cum | 9,500 ₹5,85,200 | 9,500 ₹5,85,200 | 10,000 ₹6,16,000 | 9,450 ₹5,82,120 Lowest | 9,900 ₹6,09,840 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.95 | cum | 9,100 ₹45,045 Lowest | 9,100 ₹45,045 Lowest | 9,600 ₹47,520 | 9,100 ₹45,045 Lowest | 9,900 ₹49,005 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.24 | tonne | 1,00,000 ₹2,24,400 Lowest | 1,00,000 ₹2,24,400 Lowest | 1,05,100 ₹2,35,844.4 | 1,00,000 ₹2,24,400 Lowest | 1,00,800 ₹2,26,195.2 |
Tender Value
₹16.2 L
EMD Value
₹40,540
Closing Date
22 Sept 2026, 4:00 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
Thrissur corporation west zonal 2026-27.Proj.No470/27-Thrissur corporation west zonal 2026-27 Construction of drain and Rettaring at Dilkush road to Namboothiri vidhyalayam in division 38
2026_LSGD_869872_1
PW2-17409/18,23.9.26,EE2
Open Tender
Civil Works - Roads
Item Rate
270 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹40,540
29 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
22 Sept 2026
15 Sept 2026
15 Sept 2026 - 19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING &DRAIN CONSTRUCTION | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 31.49 | sqm | - | - |
| 1.002 | 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. | 770 | 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) | 770 | sqm | - | - |
| 1.004 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 26.4 | cum | - | - |
| 1.005 | 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. | 125.4 | cum | - | - |
| 1.006 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 17.6 | cum | - | - |
| 1.007 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 61.6 | cum | - | - |
| 1.008 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.95 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.24 | tonne | - | - |
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