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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC Lowest rate and hence the
work is awarded to the
contractor vide Resolution No
2(1)dtd 01/08/2025 of
Vechoor GP | |
| 2 | L2₹4.4 L+₹12,414.56 (2.87%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence rejected | |
| 3 | L3₹4.7 L+₹33,860.05 (7.83%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹4.7 L+₹37,834.97 (8.75%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ROJI XAVIER L3 | ANSHAD P K L1 | Devi Constructions L4 | S K CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||
| 1.00 | OD129855/2025-2026: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. | 450.2 | sqm | 7.8 ₹3,511.56 | 7.28 ₹3,277.46 Lowest | 7.9 ₹3,556.58 | 7.44 ₹3,349.49 |
| 1.00 | OD131259/2025-2026:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13)
by mix in place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers on prepared surface, mixing by mix in place method and
compacting by three wheel 80-100 KN static roller to achieve the desired density complete as
per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power
roller) (MORD) | 7.2 | cum | 1,254.08 ₹9,029.38 | 1,168 ₹8,409.6 Lowest | 1,255 ₹9,036 | 1,196.39 ₹8,614.01 |
| 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 | 57.1 | cum | 3,750.64 ₹2,14,180.3 | 3,460 ₹1,97,583.3 Lowest | 3,758 ₹2,14,600.59 | 3,578.11 ₹2,04,327.97 |
| 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 | 475.2 | sqm | 80.37 ₹38,191.82 | 75.95 ₹36,091.44 Lowest | 85 ₹40,392 | 76.67 ₹36,433.58 |
| 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. | 475.2 | sqm | 18.9 ₹8,981.28 | 17.6 ₹8,363.52 Lowest | 19.2 ₹9,123.84 | 18.03 ₹8,567.86 |
| 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) | 475.2 | sqm | 302.65 ₹1,43,819.28 | 282 ₹1,34,006.4 Lowest | 305 ₹1,44,936 | 288.72 ₹1,37,199.74 |
| 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) | 5.26 | cum | 9,186.73 ₹48,358.95 | 8,450 ₹44,480.8 Lowest | 9,195 ₹48,402.48 | 8,764.14 ₹46,134.43 |
Tender Value
₹4.7 L
EMD Value
₹11,652
Closing Date
1 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Engineer,LID and EW section,Vechoor Grama Panchayat
Annual Plan-Vechoor GP -Project No 98/25- 26-Re tarring of Kalpaka Moolangatturoad ward 12
2025_LSGD_777821_1
08/AE/LIDEW/VCHR/25-26/98
Open Tender
Civil Works - Roads
Item Rate
180 days
Vechoor GP
Please refer tender documents
9 documents required · 9 mandatory
₹1,030
₹11,652
1 Sept 2025
25 Jul 2025
4 Aug 2025
25 Jul 2025
1 Aug 2025
25 Jul 2025
Amount
Retarring
OD129855/2025-2026: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.
OD131259/2025-2026:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting by three wheel 80-100 KN static roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power roller) (MORD)
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)
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)
S K CONSTRUCTION (BID ID -2269442)
ROJI XAVIER (BID ID -2269983)
Devi Constructions (BID ID -2270248)
Bidder Name
Devi Constructions
ROJI XAVIER
ANSHAD P K
S K CONSTRUCTION
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