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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.11/11 dtd.27/10/2025 of Sreekandapuram Municipality | |
| 2 | L2₹7.8 L+₹4,237.44 (0.54%)Rejected-AOC | L2 | Rejected-AOC HIGHER RATE AND NOT ADMITTED | |
| 3 | L3₹8.5 L+₹68,977.12 (8.86%)Rejected-AOC KERALA KL | MALAPPURAM | KERALA | 670612 | L3 | Rejected-AOC HIGHER RATE AND NOT ADMITTED | |
| 4 | L4₹8.5 L+₹69,501.84 (8.92%)Rejected-AOC KERALA KL | IDUKKI | KERALA | 685533 | L4 | Rejected-AOC HIGHER RATE AND NOT ADMITTED |
| Sl No | Description | Qty | Unit | M C PADMANABHAN L1 | K P ASHRAF L2 | NIZAR MV L4 | RAJESH KUTTIYATTU VEETTIL L3 |
|---|---|---|---|---|---|---|---|
| 1.00Remaining Portion Tarring & Irrish Drain | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 75 | cum | 60.63 ₹4,547.25 Lowest | 60.96 ₹4,572 | 64 ₹4,800 | 64 ₹4,800 |
| 1.00 | 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) | 67.5 | cum | 8,194.96 ₹5,53,159.8 Lowest | 8,239.54 ₹5,56,168.95 | 8,927 ₹6,02,572.5 | 8,926 ₹6,02,505 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 91.52 | sqm | 284.68 ₹26,053.91 Lowest | 286.22 ₹26,194.85 | 310 ₹28,371.2 | 309 ₹28,279.68 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 690 | sqm | 14.38 ₹9,922.2 Lowest | 14.46 ₹9,977.4 | 16 ₹11,040 | 15.6 ₹10,764 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 690 | sqm | 268.23 ₹1,85,078.7 Lowest | 269.69 ₹1,86,086.1 | 292 ₹2,01,480 | 291.87 ₹2,01,390.3 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
22 Oct 2025, 6:00 pmClosed
Bindu P.S
Assistant Engineer sreekandapuram municipality
Proj no 138/2025-26 Re tarring and Drainage Construction of Koottumugham Koyili Madambam road
2025_LSGD_809135_10
PW1-4013331-2-2025
Open Tender
Civil Works - Roads
Item Rate
90 days
sreekandapuram municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
16 Dec 2025
15 Oct 2025
24 Oct 2025
15 Oct 2025
22 Oct 2025
15 Oct 2025
Amount
Remaining Portion Tarring & Irrish Drain
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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)
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
K P ASHRAF (BID ID -2405025)
RAJESH KUTTIYATTU VEETTIL (BID ID -2401651)
NIZAR MV (BID ID -2404897)
Bidder Name
M C PADMANABHAN
K P ASHRAF
RAJESH KUTTIYATTU VEETTIL
NIZAR MV
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