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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.9 LAccepted-AOC | ₹3.9 L | l1 | Accepted-AOC l2 |
| Sl No | Description | Qty | Unit | SREEJITH L1 |
|---|---|---|---|---|
| 1.00RE TARRING | ||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 264 | sqm | 8 ₹2,112 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 36.8 | cum | 2,686 ₹98,831.37 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 55.19 | cum | 2,999 ₹1.7 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 367.95 | sqm | 69 ₹25,388.55 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 367.95 | sqm | 16 ₹5,887.20 |
| 1.01 | OD275343/2024-2025: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 | 367.95 | 1 sqm | 240 ₹88,308 |
| 1.01 | OD277447/2024-2025:SUPPLYING,FIXING NAME BOARD BUILD IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERIAL AS ,LABOUR CHARGES ETC.COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,184 ₹2,184 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
13 Jan 2025, 11:00 amClosed
AE VKM GP
OFFICE OF ASSISTANT ENGINEER
2024-25 VANIYAMKULAM G.P PROJ NO. 4/25 HEALTH CENTRE 2024-25 VANIYAMKULAM G.P PROJ NO. 4/25 HEALTH CENTRE KOLKKATTIL ROAD RETARRING WARD 2
2025_LSGD_722315_15
T2/2024-2025/AE/LID EWW/VNKM/
Open Tender
Civil Works - Buildings
vaniyamkulam gp
Please refer Tender documents.
3 documents required · 3 mandatory
₹935
Yes
₹10,592
Yes
17 Apr 2026
6 Jan 2025
15 Jan 2025
6 Jan 2025
13 Jan 2025
6 Jan 2025
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