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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹60.8 L+₹73,612.25 (1.23%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹63.1 L+₹3.0 L (5.06%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | arjun L3 | SOBIN SABU L2 | abdul kasim L1 |
|---|---|---|---|---|---|---|
| 1.00ARABIC COLLAGE ROAD | ||||||
| 1.00 | 3.2 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. | 1,211 | sqm | 16.81 ₹20,356.91 | 20 ₹24,220 | 16 ₹19,376 Lowest |
| 1.00 | 4.9 Wet Mix Macadam <br> 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. <br>
By Mechanical Means with 1 km lead | 187.25 | cum | 3,938.17 ₹7,37,422.33 | 3,780 ₹7,07,805 | 3,748.38 ₹7,01,884.16 Lowest |
| 1.00 | OD286844/2025-2026 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 | 36.48 | Cum cm | 8,551.98 ₹3,11,984.78 | 8,200 ₹2,99,144.2 | 8,139.85 ₹2,96,949.87 Lowest |
| 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 | 1,211 | sqm | 84.39 ₹1,02,196.29 | 85 ₹1,02,935 | 80.31 ₹97,255.41 Lowest |
| 1.00 | 75.5.2.3pb 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 granular surfaces treated with primer & cleaned with
Hydraulic broom as per Technical Specification Clause 503. | 1,211 | sqm | 19.83 ₹24,014.13 | 24 ₹29,064 | 18.87 ₹22,851.57 Lowest |
| 1.01 | 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. | 2,009 | sqm | 19.83 ₹39,838.47 | 24 ₹48,216 | 18.87 ₹37,909.83 Lowest |
| 1.01 | OD286854/2025-2026 Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65
Providing, laying and rolling of close-graded premix surfacing material of 30 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 ( OD Created based on
5.11.1.A.2a)
By Manual Means :- Type A
(II) Bitumen (S-65) | 3,220 | sqm | 447.72 ₹14,41,658.4 | 426.4 ₹13,73,008 | 426.14 ₹13,72,170.8 Lowest |
| 1.01 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix
in Place Method <br> Construction of granular sub-base by providing well
graded material, spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at OMC, and compacting with smooth
wheel roller to achieve the desired density, complete as per Technical Specification
Clause 401. <br> (i) For Grading I Material | 75.95 | cum | 3,504.77 ₹2,66,187.28 | 3,350 ₹2,54,432.5 | 3,335.87 ₹2,53,359.33 Lowest |
| 2.005TH MILE PUTHANTHODI ROAD | ||||||
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 Apr 2026, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Kongad LAC-2025-26-Project No 26124-Various 4 Roads in Parali GP, Palakkad District-General Civil Work
2026_KEL_847853_1
KRO/BDC/2364/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
13 Apr 2026
17 Mar 2026
8 Apr 2026
17 Mar 2026
7 Apr 2026
17 Mar 2026
17 Mar 2026 - 7 Apr 2026
ARABIC COLLAGE ROAD
3.2 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.
4.9 Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
OD286844/2025-2026 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
75.5.1.1pb 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 <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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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.
OD286854/2025-2026 Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 30 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 ( OD Created based on 5.11.1.A.2a) By Manual Means :- Type A (II) Bitumen (S-65)
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
5TH MILE PUTHANTHODI ROAD
3.2 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.
4.9 Wet Mix Macadam <br> 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. <br> 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
75.5.2.2pb 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.
75.5.2.3pb 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
OD287330/2025-2026 Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 30 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 ( OD Created based on 5.11.1.A.2a) By Manual Means :- Type A (II) Bitumen (S-65)
OD287331/2025-2026 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
OD287364/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m
KAMBAKUNDUKAD THEKKUMPURAM ROAD
OD287370/2025-2026 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1)
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD287371/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00
ODANUR CHALADI PUTHUSSERI PARAMBU KANAL ROAD
OD287387/2025-2026 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1)
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD287393/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
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