Kerala State Nirmithi Kendra Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Mla Ads 2022-23 Peerumade, Construction Of Chottupara-uluppuni Road In Elappara Gramapanchayat
Description
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Contact
Tender Id
2023_KSNK_552159_1Bid Award Id
ViewTender No
KSNK/TECH/PALA/CPUE-118R1/2023Tender Authority
Kerala State Nirmithi Kendra ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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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)a)Materials
152.25
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2. RE-TARRING PORTION
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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
165.15
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75.5.5.B.2pb
Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates
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.,including supplying and stacking of materials.
836.96
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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
1634
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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.
1634
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75.5.2.1pb
Tack Coat - With Packed Bitumen Rates
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.
2887.5
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75.5.9.1.2pb
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder -
Bitumen S-65 - Packed Bitumen Rates
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to
5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be
followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means
(II)Bitumen (S-65),including supplying and stacking of materials.
4182.5
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75.5.12.A.1.2pb
Seal Coat - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade
and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
A.By Manual Means
Case I : Type A
(II)Bitumen (S-65),including supplying and stacking of materials.
4182.5
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3 DRAIN WORK
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8.3.2.A
Earthwork in Hill Road
(ii)Excavation in Hilly Areas in Soil by mechanical means
A)Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and
disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification
Clause 1603.1
12.25
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11.4.1.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and
technical specifications Clause 802, 803, 1202 & 1203
I.P.C.C grade M 10
(i)Nominal mix 1:3:6
1.75
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12.5.3
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification
Clauses 802, 804, 805, 806, 807, 1202 ans 1204
For height upto 5 m
III.R.C.C grade M 20
2.5
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12.7
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings
and technical specification Clauses 1002, 1005, 1010 & 1202
0.13
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od312264/2022_2023
Providing and fixing of good quality granite name board with lettering including of all cost, conveyance ,
labour charges etc complete including fitting the board in concreting filling PVC pipe post with 63mm dia.
1
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