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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l2₹6.1 LAccepted-AOC | ₹6.1 L | l2 | Accepted-AOC l1 |
| 2 | l1₹5.9 LRejected-Finance | ₹5.9 L | l1 | Rejected-Finance l1 |
| Sl No | Description | Qty | Unit | RAJESH.V L1 | VIGNESH.T.M L2 |
|---|---|---|---|---|---|
| 1.00RE TARRING | |||||
| 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. | 860.7 | sqm | 15 ₹12,910.50 | 16 ₹13,771.20 |
| 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 | 64.55 | cum | 3,730 ₹2.4 L | 3,750 ₹2.4 L |
| 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 | 860.7 | sqm | 80 ₹68,856 | 80 ₹68,856 |
| 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. | 860.7 | sqm | 18.9 ₹16,267.23 | 18.9 ₹16,267.23 |
| 1.00 | 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) | 860.7 | sqm | 291 ₹2.5 L | 305 ₹2.6 L |
| 1.01 | OD493281/2025-2026: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
₹14,827
Closing Date
11 Mar 2026, 9:00 amClosed
Office of the Assistant Engineer LID EW Section
Office of the Assistant Engineer LID EW Section vaniyamkulam
Annual Plan-25-26 VKM GP VELLIYAD WATER TANK RAILWAY ROAD NAVVEEKARANAM WARD 11-PRO 349/26-General Civil Work
2026_LSGD_842846_1
T5/AE/LID EW VKMGP 25-26
Open Tender
Civil Works - Roads
VANIYAMKULM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,310
Yes
₹14,827
Yes
17 Apr 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
RE TARRING
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.
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)
OD493281/2025-2026: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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