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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC MUVATTUPUZHA VENDOR K K RAMACHANDRAN NAIR | THRISSUR | KERALA | 680667 | ₹7.3 L | L1 | Accepted-AOC Lowest rate quoted bid |
| 2 | L2₹7.3 L+₹913.04 (0.13%)Rejected-AOC | ₹7.3 L+₹913.04 (0.13%) | L2 | Rejected-AOC 2nd lowest rate quoted bid |
| 3 | L3₹7.3 L+₹913.48 (0.13%)Rejected-Finance | ₹7.3 L+₹913.48 (0.13%) | L3 | Rejected-Finance 3rd lowest rate quoted bid |
| 4 | L4₹8.0 L+₹73,777.45 (10.1%)Rejected-Finance | ₹8.0 L+₹73,777.45 (10.1%) | L4 | Rejected-Finance 4th lowest rate quoted bid |
| Sl No | Description | Qty | Unit | JOBY GEORGE L1 | BOBY JOSE L4 | ROBY BABU L2 | KOCHUMUTTOM L3 |
|---|---|---|---|---|---|---|---|
| 1.00Pakkatty Nedumchalilthazham road | |||||||
| 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. | 22.5 | cum | 65 ₹1,462.5 Lowest | 73.52 ₹1,654.2 | 66.84 ₹1,503.9 | 66.84 ₹1,503.9 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 10.57 | cum | 3,335 ₹35,267.63 Lowest | 3,671.67 ₹38,827.91 | 3,337.88 ₹35,298.08 | 3,337.88 ₹35,298.08 |
| 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 | 54 | cum | 3,750 ₹2,02,500 Lowest | 4,125.7 ₹2,22,787.8 | 3,750.64 ₹2,02,534.56 | 3,750.64 ₹2,02,534.56 |
| 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 | 360 | sqm | 80 ₹28,800 Lowest | 88.41 ₹31,827.6 | 80.37 ₹28,933.2 | 80.37 ₹28,933.2 |
| 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. | 360 | sqm | 18.5 ₹6,660 Lowest | 20.79 ₹7,484.4 | 18.9 ₹6,804 | 18.9 ₹6,804 |
| 1.01 | 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) | 360 | sqm | 302 ₹1,08,720 Lowest | 332.91 ₹1,19,847.6 | 302.65 ₹1,08,954 | 302.65 ₹1,08,954 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 35.88 | cum | 440 ₹15,787.2 Lowest | 485.65 ₹17,425.12 | 441.5 ₹15,841.02 | 441.5 ₹15,841.02 |
| 1.01 | OD189485/2024-2025:Dry rubble masonry with good quality blasted rubble including packing to compactness and
levels for road protection withstand the dynamic load due to moving traffic including cost and
conveyance of all materials,labour charge etc. complete as per direction of departmental officers
at site | 67.71 | cum | 4,158 ₹2,81,538.18 Lowest | 4,576.24 ₹3,09,857.21 | 4,160.22 ₹2,81,688.5 | 4,160.22 ₹2,81,688.5 |
| 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) | 1.76 | cum | 9,180 ₹16,184.34 Lowest | 10,105.4 ₹17,815.82 | 9,186.48 ₹16,195.76 | 9,186.73 ₹16,196.2 |
Tender Value
₹7.3 L
EMD Value
₹18,216
Closing Date
3 Nov 2025, 6:00 pmClosed
MUVATTUPUZHA BLOCK DEVELOPMENT OFFICER
MUVATTUPUZHA BLOCK PANCHAYATH OFFICE MUDAVOOR P.O, MUVATTUPUZHA, ERNAKULAM DIST., PIN- 686 669
MLA SDF 2023-24-Scheme proposed by Dr. Mathew Kuzhalnadan, Honourable MLA (Muvattupuzha LAC) - Construction of Pakkatti - Nedumchalilthazham Road Ward-1, Manjalloor Grama Panchayath
2025_CRD_813810_1
14/BDO/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Ward 1 in Manjalloore Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,610
₹18,216
16 Mar 2026
24 Oct 2025
5 Nov 2025
24 Oct 2025
3 Nov 2025
24 Oct 2025
Amount
Pakkatty Nedumchalilthazham road
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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
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
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.
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD189485/2024-2025:Dry rubble masonry with good quality blasted rubble including packing to compactness and levels for road protection withstand the dynamic load due to moving traffic including cost and conveyance of all materials,labour charge etc. complete as per direction of departmental officers at site
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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
ROBY BABU (BID ID -2428866)
KOCHUMUTTOM (BID ID -2429318)
BOBY JOSE (BID ID -2428864)
Bidder Name
KOCHUMUTTOM
ROBY BABU
BOBY JOSE
JOBY GEORGE
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