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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹27,854 (6.26%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical CHITTATTUVADAKKEL THIRUVAMBADY | THIRUVAMBADY | KERALA | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JKinfrastructures L2 | SARATH SEBASTIAN L3 | ARUN GOPAL L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 1.00 | OD329685/2025-2026:Earth work excavation by mechanical means (Hydraulic excavator)manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan),including dressing od sides and ramming od bottoms,lift up to 1.5m,including getting out the excavated soil and disposal od surplus excavated soil as directed, within a lead of 50m.All kinds of soil(modified data DAR 2.8.1) | 15.92 | cum | 200 ₹3,184 | 145 ₹2,308.4 Lowest | 300 ₹4,776 |
| 1.00 | OD329684/2025-2026:Dry Rubble Masonry -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site(OD from DAR 60.7.1) | 77.27 | cum | 3,500 ₹2,70,459 | 3,700 ₹2,85,913.8 | 3,200 ₹2,47,276.8 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.59 | cum | 8,000 ₹20,744 Lowest | 8,424 ₹21,843.43 | 8,500 ₹22,040.5 |
| 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 | 25.2 | cum | 3,300 ₹83,160 | 3,312 ₹83,462.4 | 3,100 ₹78,120 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 | 252 | sqm | 80 ₹20,160 Lowest | 80 ₹20,160 Lowest | 80 ₹20,160 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. | 252 | sqm | 18 ₹4,536 | 17 ₹4,284 Lowest | 18 ₹4,536 |
| 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) | 252 | sqm | 280 ₹70,560 | 285 ₹71,820 | 270 ₹68,040 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
26 Dec 2025, 10:00 amClosed
LID AND EW SECTION KODANCHERY
ASSISTANT ENGINEER OFFICE LID AND EW SECTION KODANCHERY
537/26 KUNNUMPURATHPADI PULAYANPARAMBIL ROAD TARRING
2025_LSGD_822272_1
AE/LIDEW/ETENDER/KRY/74/25-26
Open Tender
Civil Works - Roads
Item Rate
210 days
KUNNUMPURATHPADI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,708
Yes
28 Apr 2026
19 Dec 2025
29 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
ROAD WORK
OD329685/2025-2026:Earth work excavation by mechanical means (Hydraulic excavator)manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan),including dressing od sides and ramming od bottoms,lift up to 1.5m,including getting out the excavated soil and disposal od surplus excavated soil as directed, within a lead of 50m.All kinds of soil(modified data DAR 2.8.1)
OD329684/2025-2026:Dry Rubble Masonry -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site(OD from DAR 60.7.1)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
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