Kerala Electrical And Allied Engineering Company Limited Tender
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The KEL has issued a formal invitation for competitive bids for the Kerala Electrical And Allied Engineering Company Limited project, for Lac-ads-mankada Lac-project No. Lac21450- Renovation Of Verumpulakkal Mala Road, Verumpulakkal Mukkil Cheriyam Road In Mankada Gp, Malappuram District in Ernakulam, Kerala. The bid opening date for this tender is 13-05-2025 and the last date for bid submission is 20-05-2025. Interested bidders for Kerala Electrical And Allied Engineering Company Limited tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 40,343Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KEL_764218_1Bid Award Id
ViewTender No
KRO/BDC/1983/2025Tender Authority
Kerala Electrical And Allied Engineering Company Limited ViewPurchaser Address
-Website
http://https://www.kel.co.in/
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Documents
BOQ Items
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OD78581/2024-2025
Filling with Quarry Muck.
Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc
complete for improving the CBR value of subgrade.
15.3
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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
15.3
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5.1.1a Prime Coat :- Low porosity 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
102
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5.2.3a
Tack Coat 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.
102
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5.2.1a
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using
emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous
surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2169.2
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5.11.1.A.2a
Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
2271.2
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OD78587/2024-2025
Providing and fixing Granite of any colour and shade for Name board, of required
size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all
charges etc. complete at all, levels, including lettering & fixing
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Improvement Works To Verumpulakkal Mukkil Cheriyam Road
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OD78584/2024-2025
Surface dressing of the ground including removing vegetation and inequalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m.
All kinds of soil
452
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5.5.B.2a
Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of
penetration macadam over prepared base by providing a layer of compacted crushed
coarse aggregate using chips spreader with alternate applications of bituminous
binder and key aggregates and rolling with a three wheel 80-100 kN static roller to
achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)
55.64
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OD78585/2024-2025
Filling with Quarry Muck.
Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc
complete for improving the CBR value of subgrade.
45.2
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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
67.8
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5.1.1a
Prime Coat :- Low porosity 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
452
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5.2.3a
Tack Coat 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.
452
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5.2.1a
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using
emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous
surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1130
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5.11.1.A.2a
Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
1582
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OD78586/2024-2025
Providing and fixing Granite of any colour and shade for Name board, of required
size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all
charges etc. complete at all, levels, including lettering & fixing
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EXCLUSIVE OF GST
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Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
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2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
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3.Rate should be Exclusive of GST.
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4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
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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.
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GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
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BITUMINOUS MACADAM: Quantity by level calculation & reporting to CTE as per norms
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