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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₹16.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹16.9 L+₹81,393.03 (5.06%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | abdul kasim L1 | SREEKUMARAN V L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 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. | 330 | sqm | 16 ₹5,280 Lowest | 16.81 ₹5,547.3 |
| 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 | 52.8 | cum | 3,749.13 ₹1,97,954.06 Lowest | 3,938.17 ₹2,07,935.38 |
| 1.00 | OD155753/2025-2026 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 | 15.21 | Cum | 8,139.85 ₹1,23,798.98 Lowest | 8,551.98 ₹1,30,067.06 |
| 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 | 352 | sqm | 80.32 ₹28,272.64 Lowest | 84.39 ₹29,705.28 |
| 1.00 | 75.5.2.2pb 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 dry and hungry bituminous surface cleaned with Hydraulic
broom as per Technical Specification Clause 503. | 330 | sqm | 18.88 ₹6,230.4 Lowest | 19.85 ₹6,550.5 |
| 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 | 690 | sqm | 18.88 ₹13,027.2 Lowest | 19.85 ₹13,696.5 |
| 1.01 | OD155767/2025-2026 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) | 1,020 | sqm | 429.4 ₹4,37,988 Lowest | 451.14 ₹4,60,162.8 |
| 2.00DRAINAGE WORK | |||||
| 2.00 | 11.1.1.1 Excavation for Structures Earthwork in excavation for structures as per drawing and
technical specifications Clause 305.1 including setting out, construction of shoring
and bracing, removal of stumps and other deleterious material and disposal upto a
lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated
suitable material. I. Ordinary soil (i) Upto 3 m depth | 90.44 | cum | 941.26 ₹85,127.55 Lowest | 988.92 ₹89,437.92 |
Tender Value
Refer Docs
EMD Value
₹40,226
Closing Date
28 Oct 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Shornur Constituency -2025-26 - Mundaya Perumanath Road Construction in Palakkad District -General Civil Work
2025_KEL_812616_1
KRO/BDC/2186/2025
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹40,226
Yes
30 Oct 2025
21 Oct 2025
29 Oct 2025
21 Oct 2025
28 Oct 2025
21 Oct 2025
21 Oct 2025 - 28 Oct 2025
Amount
ROAD WORK
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
OD155753/2025-2026 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 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 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 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
OD155767/2025-2026 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)
DRAINAGE WORK
11.1.1.1 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.2 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD168158/2025-2026 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m
EXCLUSIVE OF GST
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.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) 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.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
9.GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
SREEKUMARAN V (BID ID -2410614)
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