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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹29.5 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | SREEJITH L2 | Krishnaprasad u L1 |
|---|---|---|---|---|---|
| 1.00RE TARRING | |||||
| 1.00 | OD97605/2025-2026::Filling up pot holes (cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting
with power roller to get a compact surface. | 24.76 | cum | 8,306 ₹2,05,656.56 Lowest | 8,306 ₹2,05,656.56 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 640 | sqm | 16 ₹10,240 Lowest | 16 ₹10,240 Lowest |
| 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 | 48 | cum | 3,750 ₹1,80,000 Lowest | 3,750 ₹1,80,000 Lowest |
| 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 | 640 | sqm | 80.37 ₹51,436.8 Lowest | 80.37 ₹51,436.8 Lowest |
| 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. | 640 | sqm | 18.9 ₹12,096 Lowest | 18.9 ₹12,096 Lowest |
| 1.01 | 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. | 1,600 | sqm | 18.9 ₹30,240 Lowest | 18.9 ₹30,240 Lowest |
| 1.01 | OD97606/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic
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 coated
with shredded plastic (3% by weight of bitumen) as per standard procedure 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)
Header Details Unit = sqm Taking output = 500 sqm (Using Packed Bitumen S-65)
Unit = sqm Taking output = 500 sqm | 2,240 | 1 sqm | 300.17 ₹6,72,380.8 Lowest | 300.17 ₹6,72,380.8 Lowest |
| 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 | 142.8 | cum | 441.5 ₹63,046.2 Lowest | 441.5 ₹63,046.2 Lowest |
| 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 | 23.2 | cum | 9,001.46 ₹2,08,833.87 Lowest | 9,001.46 ₹2,08,833.87 Lowest |
Tender Value
₹29.5 L
EMD Value
₹50,000
Closing Date
2 Sept 2025, 12:00 pmClosed
he Assistant Engineer LID EW Section Vaniyamkula
he Assistant Engineer LID EW Section Vaniyamkulam Grama Panchayat
CMLRRP- CMLRRP 2 0-2024-25 SHORNUR LAC SL.NO.2033 MANISSERI VELLIYAD PAPPULLIPADI ROAD,VANIYAMKULAM GP OTTAPALAM BP PALAKKAD DISTRICT -LRRP-LRRP-2024-25-General Civil Work
2025_LSGD_790152_23
T2/AE/LID EW VKMGP 25-26
Open Tender
Civil Works - Roads
Item Rate
VANIYAMKULM GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
20 Jun 2026
25 Aug 2025
3 Sept 2025
25 Aug 2025
2 Sept 2025
25 Aug 2025
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