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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical MAKAYIRAM KIDANGAYAM NORTH ALAPPAD GRAMA PANCHAYATHU | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical KOLLAM | KOLLAM | KERALA | 689694 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical AZAD MANZIL MUZHANGODI THODIYOOR P O KARUNAGAPPALLY KOLLAM PIN 690 523 | KARUNAGAPPALLY | KOLLAM | KERALA | 690523 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Ashokkumar.k L4 | HASHIM A L1 | ANILKUMAR P L2 | SHANAVAS Y L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 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. | 980 | sqm | 17.59 ₹17,238.2 | 14.64 ₹14,347.2 Lowest | 15.12 ₹14,817.6 | 15.23 ₹14,925.4 |
| 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 | 85.5 | cum | 4,121.95 ₹3,52,426.73 | 3,429.59 ₹2,93,229.95 Lowest | 3,541.35 ₹3,02,785.43 | 3,566.86 ₹3,04,966.53 |
| 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 | 1,050 | sqm | 88.33 ₹92,746.5 | 73.49 ₹77,164.5 Lowest | 75.89 ₹79,684.5 | 76.43 ₹80,251.5 |
| 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. | 1,050 | sqm | 20.77 ₹21,808.5 | 17.28 ₹18,144 Lowest | 17.85 ₹18,742.5 | 17.97 ₹18,868.5 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1,050 | sqm | 332.61 ₹3,49,240.5 | 276.74 ₹2,90,577 Lowest | 285.76 ₹3,00,048 | 287.82 ₹3,02,211 |
| 1.01 | 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) | 26.25 | cum | 10,500.08 ₹2,75,627.1 | 8,736.37 ₹2,29,329.71 Lowest | 9,021.09 ₹2,36,803.61 | 9,086.05 ₹2,38,508.81 |
| 1.01 | OD59919/2025-2026:Surface dressing of the ground in all kind of soil including removing vegetation and in equalling
not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 | 210 | per sqm | 40.39 ₹8,481.9 | 33.6 ₹7,056 Lowest | 34.7 ₹7,287 | 34.95 ₹7,339.5 |
Tender Value
₹10.2 L
EMD Value
₹25,423
Closing Date
26 Jul 2025, 1:00 pmClosed
DILEEPKUMAR .S
LSGD SECTION, K.S.Pram G.P
PROJ NO 109 /2025-26Kottayadippalam to Veliyil Jn road tarring Ward -1 KSPuramgp
2025_LSGD_776831_12
03/AE/LSGD/KSPM/2025-26
Open Tender
Civil Works - Roads
Item Rate
KULASEKHARAPURAM GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
Yes
₹25,423
Yes
18 Sept 2025
17 Jul 2025
26 Jul 2025
17 Jul 2025
26 Jul 2025
17 Jul 2025
Amount
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 <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
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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
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)
OD59919/2025-2026:Surface dressing of the ground in all kind of soil including removing vegetation and in equalling not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5
ANILKUMAR P (BID ID -2262868)
SHANAVAS Y (BID ID -2257994)
Ashokkumar.k (BID ID -2262481)
Bidder Name
Ashokkumar.k
ANILKUMAR P
HASHIM A
SHANAVAS Y
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