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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.9 LAccepted-AOC | ₹5.9 L | l1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical l1 |
| Sl No | Description | Qty | Unit | SREEJITH L1 | Krishnaprasad u L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | |||||
| 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. | 153 | sqm | 16 ₹2,448 | 16 ₹2,448 |
| 1.00 | OD413841/2025-2026: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. | 11.39 | cum | 8,136 ₹92,669.04 | 9,500 ₹1.1 L |
| 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. | 900 | sqm | 18 ₹16,200 | 18 ₹16,200 |
| 1.00 | OD413477/2025-2026: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 | 900 | 1 sqm | 287.1 ₹2.6 L | 287.1 ₹2.6 L |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 22.95 | cum | 9,563 ₹2.2 L | 9,563 ₹2.2 L |
| 1.01 | OD381603/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND
A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGES
ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,828 ₹2,828 | 2,828 ₹2,828 |
Tender Value
₹5.9 L
EMD Value
₹14,822
Closing Date
21 Jan 2026, 5:00 pmClosed
Office of the Assistant Engineer LID EW Section
Office of the Assistant Engineer LID EW Section Vaniyamkulam Grama Panchayat
A n n u a l P l a n - 2 5 - 2 6 V N K M G P KARUVARUKKUMIDU ROAD RE CONCRETING RE TARRING WARD 10(MG R 700000)-PRO 146/26 VNKM GP-General Civil Work
2026_LSGD_827326_7
T4/AE/LID EW VKMGP 25-26
Open Tender
Civil Works - Roads
vaniyamkulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,310
₹14,822
17 Apr 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
ROAD CONSTRUCTION
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.
OD413841/2025-2026: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.
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.
OD413477/2025-2026: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
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD381603/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGES ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS.
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