Steel Industrials Kerala Limited Tender
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Steel Industrials Kerala Limited - SILK Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Feb 2024
Closing Date16 Feb 2024
Tender Amount₹ 19,69,000
Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SILK_657059_1Bid Award Id
ViewTender No
SILK/FUO/TD/2023-24/66Tender Authority
Steel Industrials Kerala Limited ViewPurchaser Address
-Website
http://https://steelindustrials.net/
GEM & Bid Advisory Services
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BOQ Items
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
569
-
-
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
569
-
-
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)
569
-
-
3.5.2
Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
37.6
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-
od178647/2023_2024
Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck ,spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade
104.15
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-
od178648/2023_2024
Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4brcourse aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredbrincluding compaction, finishing and tamping etc .complete. Max. size of coursebraggregate not exceeding 25mm , mixed in concrete mixer etc complete as perbrspecificationbr (i) Nominal mix (1:2:4)bra)Materials
23.5
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-
od178649/2023_2024
Providing and fixing Granite of any colour & 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.
1
-
-
Appendix B- Chakkarattukunnu- Pandiyad Road Concreting
-
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-
od179009/2023_2024
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 upto1.5 m.
284.1
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-
od179031/2023_2024
Filling with Quarry Muck br 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
42.62
-
-
od179026/2023_2024
Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4brcourse aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredbrincluding compaction, finishing and tamping etc .complete. Max. size of coursebraggregate not exceeding 25mm , mixed in concrete mixer etc complete as perbrspecification (i) Nominal mix (1:2:4)bra)Materials
42.62
-
-
od178649/2023_2024
Providing and fixing Granite of any colour & 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.
1
-
-
Appendix C- Chemmaram Walls- Kappil Link Road
-
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-
3.15.2
Compacting Original Ground
(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
81
-
-
od178647/2023_2024
Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.
40.5
-
-
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
47.7
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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
318
-
-
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
48
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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)
45.57
-
-
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.
318
-
-
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.
228
-
-
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 of11.2 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)
546
-
-
od178649/2023_2024
Providing and fixing Granite of any colour & 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.
1
-
-
Appendix D- Olipram Latex padi- Athittattil Road
-
-
-
3.5.2
Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
46.44
-
-
3.15.2
Compacting Original Ground
(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
116.1
-
-
od178647/2023_2024
Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.
58.05
-
-
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
58.05
-
-
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
387
-
-
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
387
-
-
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)
387
-
-
od178649/2023_2024
Providing and fixing Granite of any colour & 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.
1
-
-
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