View Bid Results For Pug Mill Tenders

We found 796 Bid Results related to pug mill tenders. You can find Contractor details who won pug mill tenders along with contract details in Bid awards announcements section.

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Showing 1–16 of 796 tenders matching your filters
1.
Public Administrative Department #11499250 AOC
Annual Plan-Kannur Corporation - Chelora Zone Div 15 - Proj 1719/24-25-Sc Smashanam Muthal Aramban Vasuvinte Veedu Vare Tarring Retender-Annual Plan-Kannur Corporation - Chelora Zone Div 15 - Proj 1719/24-25-Sc Smashanam Muthal Aramban Vasuvinte Veedu Vare Tarring-- 1 Road Tarring 2 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. 3 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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.(i) For Grading I Material 4 4.9:Wet Mix MacadamProviding, 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 5 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 7 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 8 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 9 3.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation 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. 10 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6 11 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(i) Nominal mix (1:2.5:5) 12 OD372304/2024-2025:Lettering with black Japan pint of approved brand and manufacture 13 OD372305/2024-2025:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.
Contract Date: Jul 04, 2026 Contract Value : ₹ 5.56 Lakh
Government Departments No of Bidders 2
Kerala View Result →
2.
Public Administrative Department #11499235 AOC
Tender For Annual Plan-Moodadi Gp 2025-26 Project No 159-Nh Muthaattil Road Re - Taring Ward 12-General Civil Work - RETARRING 2 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. 3 OD161684/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 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 5 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. 6 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 7 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. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : ₹ 3.36 Lakh
Government Departments No of Bidders 1
Kerala View Result →
3.
Public Administrative Department #11499201 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.169-Kunjithayil Road Retarring Ward 17-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. 4 OD239710/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, 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 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 7 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 8 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding 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. 9 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : ₹ 2.53 Lakh
Government Departments No of Bidders 1
Kerala View Result →
4.
Public Administrative Department #11499196 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.339 -Kattuvayal Kuni Road Retarring Ward 2-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. 4 OD239676/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, 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 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 8 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding 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. 9 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : ₹ 2.53 Lakh
Government Departments No of Bidders 1
Kerala View Result →
5.
Public Administrative Department #11499195 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.326 -Ambattarimukk Road Retarring Ward 17-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 4 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. 5 OD236857/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 6 4.9:Wet Mix MacadamProviding, 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 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 8 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 9 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding 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. 10 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : ₹ 4.22 Lakh
Government Departments No of Bidders 1
Kerala View Result →
6.
Public Administrative Department #11499193 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.322 -Mokedathu Road Retarring Ward 15-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 4 OD238367/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, 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 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 7 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 9 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 10 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 11 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(i) Nominal mix (1:2.5:5) 12 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) 13 12.5.4: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
IV. R.C.C. grade M 25 14 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Contract Date: Jul 06, 2026 Contract Value : ₹ 5.90 Lakh
Government Departments No of Bidders 1
Kerala View Result →
Punjab View Result →
8.
Public Administrative Department #11481794 AOC
Tender For Annual Plan-Tholur Gp 2025-26 Vaysyan Kavu Ambalam Road Ward 12-P.No: 126/26-General Civil Work - RETTARING 2 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. 3 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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. 4 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 5 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix soil. 6 4.9:Wet Mix MacadamProviding, 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 7 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 8 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 9 IRISH DRAIN 10 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 11 OD469989/2024-2025: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 (Ref DSR 51.2.3. ) with MR 12 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jul 02, 2026 Contract Value : ₹ 2.83 Lakh
Government Departments No of Bidders 2
Kerala View Result →
9.
Public Administrative Department #11481750 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.132 -Arafapalliyil Poovankandi Kshethram Road Ward 1-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 OD120324/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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.(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, 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 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 9 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. 10 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6
Contract Date: Jul 03, 2026 Contract Value : ₹ 3.37 Lakh
Government Departments No of Bidders 1
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10.
Agriculture #11440265 Technical Bid
Tender For Contract Jobs Of Off-Season 2026.--1Chipping, Cleaning & Painting/White washing ofa.)Spray Pond & Injection Channels along with Injection house.b.)ETP with all equipments and channel from plant to ETP.2all equipments A.) Chipping, cleaning and painting of centrifugal station (all C/F Machine, & machinery pug mill, Magma mixture, gutters etc.) during off season 2026.b.)Chipping, cleaning and painting in drier house le, hoppers, grader, all sugar elevators, Sugar bins, power built machines, bag closure stiching machines, conveyour chains etc.3.4.Chipping, Cleaning & Painting white washing/Painting of all equipment of Clarification house (Juice Weighing scale, door, Oliver filters lime station, Sulphur furnances, juice sulphitor and syrup sulphitor along with related jobs.A.) Chipping, cleaning of top tube plates and bottom tube plates of all juice heaters, evaporators along with FFEs etc.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Cooperative No of Bidders 1
Haryana View Result →
11.
Public Administrative Department #11367861 AOC
Tender For Annual Plan-Thurayur Gp Annual Plan 2025-26(Pro.No:73/26)-V K Krishnamenon Road Improvement-General Civil Work - ROAD 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 OD132717/2025-2026:Granular Sub-base with scarified material By Mix in Place Method
Construction of granular sub-base by providing scarified 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.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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.(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, 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 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 9 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jun 25, 2026 Contract Value : ₹ 6.77 Lakh
Government Departments No of Bidders 2
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12.
Public Administrative Department #11367858 AOC
Tender For Annual Plan-Thurayur Gp Annual Plan 2025-26(Pro.No:77/26)-Mananthadu Choorakkadu Vayal Road Improvement-General Civil Work - ROAD 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 OD103515/2025-2026:Granular Sub-base with scarified material By Mix in Place Method
Construction of granular sub-base by providing scarified 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.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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.(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, 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 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 9 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) 10 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) 11 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Contract Date: Jun 25, 2026 Contract Value : ₹ 5.08 Lakh
Government Departments No of Bidders 1
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13.
Public Administrative Department #11367855 AOC
Tender For Annual Plan-2025-26 Varandarappilly Gp Pr No 87/25 Pallikkunnu Snehanagar Road Tarring -In Ward 22-General Civil Work - Tarring of road 2 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. 3 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix soil. 4 4.9:Wet Mix MacadamProviding, 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 5 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 7 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 8 OD146874/2025-2026:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow back ground, including the cost of all materials , labour and conveyance charges etc complete.
Contract Date: Jun 25, 2026 Contract Value : ₹ 2.09 Lakh
Government Departments No of Bidders 2
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14.
Public Administrative Department #11356475 AOC
Tender For Annual Plan-138/24-25- Renovation Of Various Road In Ward 19-General Civil Work - chanari thazham ullattthazham road 2 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. 3 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 4 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 5 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. 6 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. 7 75.5.5.A.1pb:Modified Penetration Macadam 50 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. 8 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. 9 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates
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) 10 Alazhithazham=chittadikadavu road 11 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. 12 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 13 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 14 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. 15 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. 16 75.5.5.A.1pb:Modified Penetration Macadam 50 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. 17 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. 18 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates
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)
Contract Date: Jun 24, 2026 Contract Value : ₹ 7.92 Lakh
Government Departments No of Bidders 1
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15.
Public Administrative Department #11314665 AOC
Tender For Annual Plan-Edappatta Gp 2025-26,Pro.No 51/26,Vengaseeri - Kundukavu Road-Ward2-General Civil Work-Owned By Edappatta Gp - Road Retarring 2 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. 3 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) 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 5 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 6 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. 7 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. 8 OD93005/2025-2026:Mix Seal Surfacing with shredded plastic - 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)
Contract Date: Jun 18, 2026 Contract Value : ₹ 2.11 Lakh
Government Departments No of Bidders 2
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16.
Public Administrative Department #11314664 AOC
Tender For Annual Plan-Edappatta GP 2025-26,Pro.No: 52/26,Kallampara Namaskarapalli - SC colony road-ward 3-General Civil Work-Owned by Edappatta GP - Appendix A- Road Tarring. 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 4.9:Wet Mix MacadamProviding, 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 4 5.1.1a:Prime Coat :- Low porosityProviding 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 5 5.2.2a: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 6 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, 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 509By Manual Means :- Type A(II) Bitumen (S-65) 7 OD118099/2025-2026:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering & fixing
Contract Date: Jun 18, 2026 Contract Value : ₹ 1.68 Lakh
Government Departments No of Bidders 2
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17.
Public Administrative Department #11314663 AOC
Tender For Annual Plan-Edappatta GP 2025-26,Pro.No: 54/26,Kundanchola - Namaskarapalli road-ward 5-General Civil Work-Owned by Edappatta GP - Road Retarring 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65Construction 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) 4 4.9:Wet Mix MacadamProviding, 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 5 5.1.1a:Prime Coat :- Low porosityProviding 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 6 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. 7 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. 8 OD93442/2025-2026:Mix Seal Surfacing with shredded plastic - 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)
Contract Date: Jun 18, 2026 Contract Value : ₹ 2.11 Lakh
Government Departments No of Bidders 2
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18.
Public Administrative Department #11314657 AOC
Tender For Annual Plan-Edappatta Gp 2025-26,Pro.No: 279/26,Kallampara Pullanikkad Road Retarring -In W4-General Civil Work-Owned By Edappatta Gp - Road Retarring 2 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. 3 5.5.A.1a:Modified Penetration Macadam 50 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. 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 5 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 6 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. 7 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. 8 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) 9 Appendix B:- Construction of Drainage. 10 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. 11 OD268631/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202&1203 1.P.C.C grade M 10 (i)Nominal mix1:3:6 12 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(i) Nominal mix (1:2.5:5) 13 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jun 18, 2026 Contract Value : ₹ 3.81 Lakh
Government Departments No of Bidders 2
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19.
Public Administrative Department #11314656 AOC
Tender For Annual Plan-Edappatta Gp 2025-26,Pro.No: 281/26 Palam Chulliyodkunn Road Ward 6-.-General Civil Work-Owned By Edappatta Gp - App: A Road Retarring 2 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. 3 5.5.A.1a:Modified Penetration Macadam 50 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. 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 5 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 6 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. 7 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. 8 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)
Contract Date: Jun 18, 2026 Contract Value : ₹ 3.38 Lakh
Government Departments No of Bidders 2
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20.
Public Administrative Department #11314654 AOC
Tender For Annual Plan-Edappatta Gp 2025-26,Pro.No: 290/26,Minarabazar Kodakkadnkunn Road Ward 8-.-General Civil Work-Owned By Edappatta Gp - 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. 3 5.5.A.1a:Modified Penetration Macadam 50 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. 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 5 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 6 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. 7 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. 8 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)
Contract Date: Jun 18, 2026 Contract Value : ₹ 2.96 Lakh
Government Departments No of Bidders 2
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21.
Public Administrative Department #11314653 AOC
Tender For Annual Plan-Edappatta Gp 2025-26,Pro.No: 291/26,Ambalapadi Vadakkumparamb Road Retarring Ward 2-.-General Civil Work-Owned By Edappatta Gp - Road Concreting 2 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. 3 5.5.A.1a:Modified Penetration Macadam 50 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. 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 5 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 6 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. 7 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. 8 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)
Contract Date: Jun 18, 2026 Contract Value : ₹ 1.69 Lakh
Government Departments No of Bidders 2
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22.
Public Administrative Department #11306802 AOC
Tender For Annual Plan-Kanchiyar Gp 2025-26 :Commercepady Puthiyapalam Road Maintenance In Ward 05-116/2026-General Civil Work - Road Maintanence 2 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical meansA) 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 3 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. 5 4.9:Wet Mix MacadamProviding, 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 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 8 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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. 9 75.5.9.1.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping AgentProviding, 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) 10 75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping AgentProviding 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 510A. By Manual MeansCase - III : Type C(II) Bitumen (S-65)
Contract Date: Jun 18, 2026 Contract Value : ₹ 4.54 Lakh
Government Departments No of Bidders 2
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23.
Public Administrative Department #11275324 Price Bid
Tender for Earth Work In Excavation For Roadway, Including Trimming Bottom And Side Slopes In Accordance With Requirement Of Line, Grades And Cross Sections, Including Disposal Of Surplus Material With All Lift And Lead Upto 1000 Metre As Per Mort&H Specification Clause 301.In All Type Of Soil 4.2.1 , Providing, Laying, Spreading (With Paver Finisher Only) And Compacting Wet Mix Macadam (Wmm) Base Course Comprising Of Graded Stone Aggregate And Granular Material Conforming To Mort&H Specifications (Table 400-Ii) In Layers Of Equal Compacted Thickness Each Consolidated, Including Pre-Mixing The Material With Water At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material By Tippers To Site, Laying In Uniform Layers In Base Course On A Well Prepared Sub-Base/ Base Course And Compacting With Power Vibratory-Roller To Achieve The Desired Density Complete As Per Mort&H Specification Clause - 406 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. , .Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Agregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In Concrete Mixer, Laid Manually, Compacted With Surface Vibrator, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 9.3 , .Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 9.6.3 Plain Cement Concrete M-20 , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level :1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size). For Drains
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 15
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24.
Public Administrative Department #11257762 AOC
Tender For Annual Plan-559/25-Alungapatta Puthiyath Road Renovation In Pookkottur Gp Ward 19-General Civil Work - Road Improvement 2 5.5.A.1a:Modified Penetration Macadam 50 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. 3 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) 4 OD19203/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil 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 6 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 7 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. 8 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. 9 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)
Contract Date: Jun 09, 2026 Contract Value : ₹ 91,013
Government Departments No of Bidders 2
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25.
Public Administrative Department #11257674 AOC
Annual Plan-Project No: 1828 DIVISION 17PATTYAM ROAD RE TARRING-Proj 1828-General Civil Work-- 1 Retarring 2 3.1:Preparation of Foundation for Embankment
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. 3 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. 4 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. 5 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 6 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 7 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. 8 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 9 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. 10 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates
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) 11 75.5.5.A.1pb:Modified Penetration Macadam 50 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. 12 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.
Contract Date: Jun 09, 2026 Contract Value : ₹ 4.20 Lakh
Government Departments No of Bidders 1
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26.
Housing Urban and Rular Development #11238768 Technical Bid
Tender For (Batch-1) Package No.Kr 07-73 Kothanallore Onamthuruth Anamala Kurumallore Munduvelippady Parayamakkil Karady Road Ettumanoor Block Kottayam District Including Maintenance For Five Years After Construction (Balance Work).- Sl. No. Item Description 1 Kothanallore Onamthuruth Anamala Kurumallore Munduvelippady Parayamakkil Karady Road (3.5880 Km) 2 Clearing & Grubbing 3 Clearing Grass And Removal Of Rubbish - Clearing Grass And Removal Of Rubbish Upto A Distance Of 30M Outside The Priphery Of The Area As Per Technical Specification Clause 200.1 4 Pavement Components 5 3.2 Scarifying Existing Bituminous Surface To A Depth Of 150Mm - By Mechanical Means - Scarifying The Existing Bituminous Surafce To A Depth Of L50Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000M As Per Technical Specification Clause 301.4.1 6 2.14.2.A Dismantling Flexible Pavements- Dismantling Of Flexible Pavements And Disposal Of Dismantled Material Upto A Lead Of L00M, Stacking Serviceable And Unserviceable Materials Seperately By Mechanical Means As Per Technical Specification Clause 202.3 - Bituminous Courses 7 2.5.2.B Dismantling Of Structures- Dismantling Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures Comprising Of Masonry‘, Cement Concrete, Woodwork, Steelwork, Including T&P And Scaffolding Ivhereever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable And Stacking Serviceable Material With All Lift And Lead Of L000M As Per Technical Specification Clause 202.1 - Reinforced Cement Concrete (Rcc) -By Mechanical Means 8 3.5.3 Excavation In Soil Using Hydraulic Excavator And Tippers With Disposal Upto 1000M - Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Ot’ Lines, Grades And Cross Sections And Transporting To The Embankment Location With A Lift Upto L.5M And Lead Upto L000M As Per Technical Specification Clause 302.3 9 3.3 Construction Of Embankment With Material Obtained From Roadway Cutting - Construction Of Embankment With Approved Material Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Other Structures Graded And Compacted To Meet Requirement Of Table 300.1 And 300.2 As Per Technical Specification Clause 301.5 10 3.4 Mod Construction Of Embankment With Material Obtained From Private Land. Borrow Pits - Construction Of’ Embankment With Approved Material Deposited At Site From Borrow Pits With A Lift Upto L .5M. Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300.1 And 300.2 As Per Technical Specification Clause 301.5 (ContractorS Own Earth) 11 4.1.A.1 Granular Sub-Base With Well Graded Material (Table 400.1)-By Mix In Place Method- For Grading I Material - 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 Rotovator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density As Per Technical Specification Clause 401 12 4.1.A.1 Modified 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 Rotovator At Omc, And Compacting With Smoothwheel Roller To Achieve The Desired Density As Per Technical Specification Clause 401 - Using Departmental Material 13 4.9 Wet Mix Macadam -Providing, Laying, Spreading And Compacting Stone Aggregates Of Specified Sizes To Wet Mix Macadam At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Thickness In Sub-Base / Base Course On A Well Prepared Sub-Base And Compacting With Smooth Three Wheel 80-100 Kn Static Roller To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion Etc As Per Table 400. 11 & 400.12 And As Per Technical Specification Clause 406 14 Bituminous Works 15 5.1.1 Pb - Prime Coat - Low Porosity- Providing And Applying Primer Coat With Bitumen Emulsion (Packed Ss- I ) On The Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At A Rate Of 0.70 - 1.00 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 16 5.2.3.Pb - Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion (Packed Rs-1) Using Emulsion Distributor At A Ate Of 0.25 - 0.30 Kg/Sqm On The Prepared Granular Surface Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 17 5.3 Bituminous Macadam - Providing And Laying Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Ot Grading As Per Table 500.4 Premixed With Bituminous Binder, Transported To Site Upto A Lead Of 1000 M Laid Over A Previously Prepared Surface With Payer Finisher To The Required Grade, Level And Alignment And Rolled To Achieve The Desired Compaction As Per Technical Specification Clause 504 Using Bitumen S-65 Bulk 18 5.2.1 Pb - Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion (Packed Rs-1) Using Emulsion Distributor At A Rate Of 0.20 - 0.25 Kg/Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 19 Od 5.6.2.A Bituminous Concrete - Providing And Laying Bituminous Concrete With 80-100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder(S-65) 5.4 Per Cent Of Miv And Filler-, Transporting The Hot Mix To Work Site. Laying With A Hydrostatic Paves Finisher With Sensor Control To The Required Grade, Level And Alignment, Roiling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 507 Complete In All Respects Grading - 11 (13.2 Mm Nominal Size) Using Bulk Bitumen S-65 20 Cdworks 21 13.1.2 Rcc Grade M 25 - Providing And Laying Reinforced Cement Concrete In Superstructure Complete As Per Drawings And Technical Specifications Clause 800, 1205.4 And 1205.5 -Upto 5.00Mtr Height 22 13.3 Supplying, Fitting And Placing Tmt Bar Reinforcement In Superstructure - Complete As Per Drawings And Technical Specifications Clauses 1002, 1010 And 1202 23 Drain Works 24 I 1.4.1.1 Pcc Grade M 10 - Providing Concrete For Plain/Reintorced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203- Nominal Mix 1:3:6 25 11.4.3.1 Modified Pcc Grade M 20 - Providing Concrete For Plain/Reinforced Concrete For Wearing Coat Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203- Nominal Mix 1:2:4 Without 40 Mm Broken Stone And Formwork 26 12.5.5 Rcc Grade M 20 - Providing Concrete For Plain /Reintorced Concrete In Substructure As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 For Height Upto 5 M 27 12.7 Supplying, Fitting And Placing Tmt Bar Reinforcement In Substructure Complete As Per Drawings And Technicalspecitications Clauses 1002, 1010 And 1202 28 Cc Pavements For Chappath 29 4.1.A.1 Granular Sub-Base With Well Graded Material (Table 400.1)-By Mix In Place Method- For Grading I Material - Construction Of Granular Sub-Base By Providing Well Gmded Material, Spreading In Uniform Lnyers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotovator At Omc. And Compacting With Smooth Wheel Roller To Achieve The Desired Density As Per Technical Specification Clause 401 30 6.4 Cement Concrete Pavement - Construction Of Un-Reinforced Dowel Jointed At Expansion And Construction Joint Only,Plain Cement Concrete Pavement,Thickness As Per Design,Over A Prepared Sub Base,With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 (Grade),Coarse And Fine Aggregates Conforming To Is383,Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm,Mixed In A Concrete Mixer Of Not Less Than 0.2Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design,Laid In Approved Fixed Side Formwork Spieading The Concrete With Showels,Rakes,Compacted Using Needle, Screed, And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion ,Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge /Culvert And Construction Joints, Admixtures As Approved,Curing Of Concrete Slabs For 14 Days,Using Curing Compound And Water Finishing To Lines And Grade As Per Drawing And Technicalspecifications Clause 1501 31 Traffic Signs, Markings And Other Appurtenances 32 10.16 Providing And Fixing Logo Of Pmgsy Project - Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Wijl Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm. 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both S.Des. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 33 10.16 Providing Aad Fixing Typical Pmgsy Citizens Information Board As Per Mord Specifications And Drawings- Two Vertical 76.1 Mm Outer Diameter Ms Sheet Tube Posts Of 3.60Mm Thickness (Medium Class) Duly Embedded In Cement Concrete M-15 Grade Blocks Of 600Mm X 600Mm X750Mm, 600Mm Below Ground Level With Two Horizontalm S Sheet Tubes Of L000Mm Length To Make The Frame Of Board. Four Horizontals And Two Verticals With M S Sheet Rectamngular Tube 50X25X2Mm To Make The Frame To Fix The Board As Per Drawing, Two M S Sheet 2.00 Mm Thick Boards Of Size 900X750Mm Strengthened By 25Mmx5Nim Ms Flat Iron Including Painting With Stove Enameled Paint On Both Sides As Per Mord Specifications. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 34 10.16 Od Providing And Fixing Typical Pmgsy Maintenance Information Board As Per Mord Specifications And Drawings- Two Vertical 76.1Mm Outer Diameter Ms Sheet Tube Posts Of 3.60Mm Thickness (Medium Class) Duly Embedded In Cement Concrete M-15 Grade Blocks Of 600Mm X 600Mm X750Mm, 600Mm Below Ground Level With Two Horizontalm S Sheet Tubes Of L000Mm Length To Make The Frame Of Board. Four Horizontals And Two Verticals With M S Sheet Rectamngular Tube 50X25X2Mm To Make The Frame To Fix The Board As Per Drawing, Two M S Sheef 2.00 Mm Thick Board Of Size 900X L500Mm Strengthened By 25Mmx5Mm Ms Flat Iron Including Painting With Stove Enameled Paint On Both Sides As Per Hiord Specifications. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 35 10.16.01. Providing And Tixing Of Retro-Reflectorised Logo Board At Different Locations Of Road Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701- 600Mm X 600Mm Size Logo And Sign Board Of 1100X300Mm 36 10.2A.2.1 Retro-Reflective Traffic Signs - Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause I 701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Rnm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per DiAivings And Technical Specitication Clause 1 70 I - 900Mm Equilateral Triangle Board 37 10.2A.2.3Traffic Signs- Retro-Reflective Traffic Signs - Providing And Fixing Of Retro-Refjectorised Cautionary, Mandatory And Informatory Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Tixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701- 600Mm Circular Board 38 10 A 2.5Traffic Signs- Retro-Reflective Traffic Signs - Providing And T“Ixing Of Retro-Reflectorised Cautionary. Mandatory And Informatory Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, |1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701- 600Mm X 450Mm Rectangular Board 39 10.3.A.2 Traffic Signs- Direction And Place Identification Sign Upto 0.90 Sqm Size Board - Retro - Reflective Traffic Signs - Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Not Exceeding 0.9 Sqm Supported On 2 Inch Dia Gi Pipe Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Tehnieal Specification Clause 1701. 40 Od. 10.2.A Morth Traffic Signs- Retro-Reflective Singie Chevron Of 50Cm X 60Cm Size - Providing And Fixing Of Retro-Reflectorised Single Chevron Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701 41 Od. 10.1 Morth Traffic Signs- Retro-Reflective Object Hazard Marker Of 300Mm X 900Mm Size - Providing And Fixing Of Retro- Reflectorised Object Hazard Marker Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 300Mm X 300Mm X 450 Mm, 450 Mm Below Ground Level As Per DrawIngs And Technical Specification Clause 1701 42 10.10.2Kilometre Stone- Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Taxing In Position Including Painting And Priming Etc.As Per Drawing And Technical Specification Clause 1703 Ordinary Kilometre Stone (Pre-Cast) 43 10.10.3Kilometre Stone- Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Positjon Including Painting And Priming Etc.As Per Drawing And Technical Specification Clause 1703 200M Stone (Pre-Cast) 44 10.1.2 Printing New Letters And Figures Of Any Shade - Printing New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give A Even Shade As Per Drawings And Technical Specifications Clause 1701- English And Roman 45 Total Construction Cost 46 Traffic Signs, Markings And Other Appurtenances 47 Maintenance For First Year After Completion 48 Maintenance For Second Year After Completion 49 Maintenance For Third Year After Completion 50 Maintenance For Fourth Year After Completion 51 Maintenance For Fifth Year After Completion 52 Total Maintenance Cost Please Enable Macros To View Boq Information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Kerala View Result →
27.
Housing Urban and Rular Development #11173272 Technical Bid
Tender for Granular Sub-Base With Close Graded Material (Table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means With A Lead Of 1 Km. For Grading-Ii Material , Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Fully Automatic Computerised Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Cement Concrete Pavement Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In Fully Automatic Computerised Batching Plant Compatiable With Printer And Pen Drive And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (Laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 With All Required Equipments (Dowel Bars & Tie Bar Will Be Paid Seprately). , 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 400-12 & 400-13 And Morth Specification Clause 406 By Mechanical Means With A Lead Of 1 Km. , Prime Coat Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base(Wbm/Wmm) Using Truck Mounted Sprayer Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Morth Specification Clause 502 , 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 Morth Specification Clause 503. , Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 507 Complete In All Respects For Grading-Ii(13 Mm Nominal Size) Bitumen (Vg-30) , Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately , Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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. Ordinary Rock (Not Requiring Blasting) Upto 3 M Depth , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 plain cement concrete Grade M 10 Nominal Mix 1:3:6 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 Reinforced Cement Concrete Grade M 20 , Supplying, Fitting, And Placing Hysd Bar Reinforcement (Primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 20 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 25 , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 Reinforced Cement Concrete Grade M 30 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Nominal Mix , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 , Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , Filler Joint Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 , Filler Joint Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Morth Specifications Clause 2604 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material , Construction Of Reinforced Cement Concrete Railing Of M 25 Grade In Cast-In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolerance Of Vertical Railing Post Not To Exceed 1 In 500, Centre-To-Centre Spacing Between Vertical Posts Not To Exceed 2000 Mm As Per Drawing And Morth Specifications Clauses 1700, 1500 And 2703.3 , Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 1000 Mm Dia , Providing And Erecting Typical Citizens Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900Mm X 750Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet (Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Rajasthan View Result →
28.
Housing Urban and Rular Development #11173271 Technical Bid
Tender for Granular Sub-Base With Close Graded Material (Table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means With A Lead Of 1 Km. For Grading-Ii Material , Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Fully Automatic Computerised Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Cement Concrete Pavement Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In Fully Automatic Computerised Batching Plant Compatiable With Printer And Pen Drive And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (Laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 With All Required Equipments (Dowel Bars & Tie Bar Will Be Paid Seprately). , 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 400-12 & 400-13 And Morth Specification Clause 406 By Mechanical Means With A Lead Of 1 Km. , Prime Coat Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base(Wbm/Wmm) Using Truck Mounted Sprayer Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Morth Specification Clause 502 , 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 Morth Specification Clause 503. , Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 507 Complete In All Respects For Grading-Ii(13 Mm Nominal Size) Bitumen (Vg-30) , Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately , Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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. Ordinary Rock (Not Requiring Blasting) Upto 3 M Depth , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 plain cement concrete Grade M 10 Nominal Mix 1:3:6 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 Reinforced Cement Concrete Grade M 20 , Supplying, Fitting, And Placing Hysd Bar Reinforcement (Primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 20 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 25 , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 Reinforced Cement Concrete Grade M 30 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Nominal Mix , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 , Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , Filler Joint Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 , Filler Joint Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Morth Specifications Clause 2604 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material , Construction Of Reinforced Cement Concrete Railing Of M 25 Grade In Cast-In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolerance Of Vertical Railing Post Not To Exceed 1 In 500, Centre-To-Centre Spacing Between Vertical Posts Not To Exceed 2000 Mm As Per Drawing And Morth Specifications Clauses 1700, 1500 And 2703.3 , Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 1000 Mm Dia , Providing And Erecting Typical Citizens Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900Mm X 750Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet (Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Rajasthan View Result →
29.
Housing Urban and Rular Development #11173270 Technical Bid
Tender for Granular Sub-Base With Close Graded Material (Table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means With A Lead Of 1 Km. For Grading-Ii Material , Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Fully Automatic Computerised Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Cement Concrete Pavement Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In Fully Automatic Computerised Batching Plant Compatiable With Printer And Pen Drive And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (Laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 With All Required Equipments (Dowel Bars & Tie Bar Will Be Paid Seprately). , 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 400-12 & 400-13 And Morth Specification Clause 406 By Mechanical Means With A Lead Of 1 Km. , Prime Coat Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base(Wbm/Wmm) Using Truck Mounted Sprayer Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Morth Specification Clause 502 , 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 Morth Specification Clause 503. , Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 507 Complete In All Respects For Grading-Ii(13 Mm Nominal Size) Bitumen (Vg-30) , Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately , Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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. Ordinary Rock (Not Requiring Blasting) Upto 3 M Depth , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 plain cement concrete Grade M 10 Nominal Mix 1:3:6 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 Reinforced Cement Concrete Grade M 20 , Supplying, Fitting, And Placing Hysd Bar Reinforcement (Primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 20 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 25 , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 Reinforced Cement Concrete Grade M 30 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Nominal Mix , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 , Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , Filler Joint Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 , Filler Joint Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Morth Specifications Clause 2604 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material , Construction Of Reinforced Cement Concrete Railing Of M 25 Grade In Cast-In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolerance Of Vertical Railing Post Not To Exceed 1 In 500, Centre-To-Centre Spacing Between Vertical Posts Not To Exceed 2000 Mm As Per Drawing And Morth Specifications Clauses 1700, 1500 And 2703.3 , Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 1000 Mm Dia , Providing And Erecting Typical Citizens Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900Mm X 750Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet (Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Rajasthan View Result →
30.
Housing Urban and Rular Development #11173269 Technical Bid
Tender for Granular Sub-Base With Close Graded Material (Table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means With A Lead Of 1 Km. For Grading-Ii Material , Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Fully Automatic Computerised Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Cement Concrete Pavement Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In Fully Automatic Computerised Batching Plant Compatiable With Printer And Pen Drive And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (Laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 With All Required Equipments (Dowel Bars & Tie Bar Will Be Paid Seprately). , 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 400-12 & 400-13 And Morth Specification Clause 406 By Mechanical Means With A Lead Of 1 Km. , Prime Coat Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base(Wbm/Wmm) Using Truck Mounted Sprayer Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Morth Specification Clause 502 , 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 Morth Specification Clause 503. , Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 507 Complete In All Respects For Grading-Ii(13 Mm Nominal Size) Bitumen (Vg-30) , Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately , Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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. Ordinary Rock (Not Requiring Blasting) Upto 3 M Depth , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 plain cement concrete Grade M 10 Nominal Mix 1:3:6 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 Reinforced Cement Concrete Grade M 20 , Supplying, Fitting, And Placing Hysd Bar Reinforcement (Primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 20 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 25 , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 Reinforced Cement Concrete Grade M 30 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Nominal Mix , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 , Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , Filler Joint Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 , Filler Joint Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Morth Specifications Clause 2604 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material , Construction Of Reinforced Cement Concrete Railing Of M 25 Grade In Cast-In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolerance Of Vertical Railing Post Not To Exceed 1 In 500, Centre-To-Centre Spacing Between Vertical Posts Not To Exceed 2000 Mm As Per Drawing And Morth Specifications Clauses 1700, 1500 And 2703.3 , Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 1000 Mm Dia , Providing And Erecting Typical Citizens Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900Mm X 750Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet (Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Rajasthan View Result →
31.
Housing Urban and Rular Development #11173268 Technical Bid
Tender for Granular Sub-Base With Close Graded Material (Table:- 400-1) Plant Mix Method Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means With A Lead Of 1 Km. For Grading-Ii Material , Dry Lean Cement Concrete Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Fully Automatic Computerised Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Cement Concrete Pavement Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In Fully Automatic Computerised Batching Plant Compatiable With Printer And Pen Drive And Transported To Site In Transit Mixer For Having Continuous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid With A Fixed Form Paver (Laying And Fixing Of 150 Micron Thick Polythene Film And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 With All Required Equipments (Dowel Bars & Tie Bar Will Be Paid Seprately). , 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 400-12 & 400-13 And Morth Specification Clause 406 By Mechanical Means With A Lead Of 1 Km. , Prime Coat Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base(Wbm/Wmm) Using Truck Mounted Sprayer Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Morth Specification Clause 502 , 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 Morth Specification Clause 503. , Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Minimum @ 5.2 & 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specifications Clause 507 Complete In All Respects For Grading-Ii(13 Mm Nominal Size) Bitumen (Vg-30) , Dismantling Of Cement Concrete Pavements As Per Morth Specification Clause 202. Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately , Excavation For Structures Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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. Ordinary Rock (Not Requiring Blasting) Upto 3 M Depth , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 plain cement concrete Grade M 10 Nominal Mix 1:3:6 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 Reinforced Cement Concrete Grade M 20 , Supplying, Fitting, And Placing Hysd Bar Reinforcement (Primary Steel) In Foundation, Substructure And Superstructure At Any Level Complete As Per Drawing And Morth Specifications Clauses 1009,1600 And 2302 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 20 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Morth Specification Clauses 1700 And 2200 For Height Upto 5 M Reinforced Cement Concrete Grade M 25 , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Morth Specification Clauses 1409, 2204.4, 2206.4 & 2706 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Morth Specifications Clauses 1700, 2302 And 2304 Reinforced Cement Concrete Grade M 30 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 Nominal Mix , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Morth Specifications Clauses 1700 And 2704 , Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , Filler Joint Providing And Fillling Joint Sealing Compound As Per Drawings And Morth Specifications With Coarse Sand And 6 Per Cent Bitumen By Weight Clause 2604 , Filler Joint Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Morth Specifications Clause 2604 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Morth Specification Clause 2204.6 & 2504.2.2 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Morth Specification Clause 304.3.7 & 2204.6 Granular Material , Construction Of Reinforced Cement Concrete Railing Of M 25 Grade In Cast-In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolerance Of Vertical Railing Post Not To Exceed 1 In 500, Centre-To-Centre Spacing Between Vertical Posts Not To Exceed 2000 Mm As Per Drawing And Morth Specifications Clauses 1700, 1500 And 2703.3 , Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 1000 Mm Dia , Providing And Erecting Typical Citizens Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900Mm X 750Mm Stiffend By Angle Iron 25Mmx25mm X 3Mm All Around The Plate & Plates Fixed On Frame Of 75Mm Dia Pipe Of 12 Swg Sheet (Vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900Mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600Mmx 600Mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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32.
Housing Urban and Rular Development #11159548 Technical Bid
Tender for Earth Work Includes Filling, Making A Mine On The Roadside, Lifting The Soil 1.5 Meter And Carrying It Up To 50 Meter, Breaking The Clods And Laying It In 25 Cm Layers, Pressing It, Leveling It And Making Camber. Kankar Mitti, Providing, Laying And Spreading And Compacting Specified Graded Crushed Stone In Sub-Base Course Including Premixing The Material At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material, Laying In Uniform Layers With Motor Grader, F.E. Loader, On A Prepared Surface And Compacting With Vibratory Compactor To Achieve The Desired Density Including All Material, Labour, Machinery, Lighting Barricading And Maintenance Of Driversion Complete. (Morth Specification Clause 401). With All Lead & Lift Rate= (1327 X 0.90) = 1194.30 Per Cum , Dry Lean Cement Concrete Sub - Base. Construction Of Dry Lean Cement Concrete 1:3:6 Sub-Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blening To Be As Per Table 600-1, Cement Content Not To Be Less Than 200 Kg/Cum, Optimum Moisture Content To Be Determined During Trial Length. Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonne Vibratory Roller, Finishing And Curing. Rate= (3159 Reinforced Cement Concrete (Reinforcement Cement Concrete) Np3 For Culvert/Culvert Construction In 1:1.5:3, Laying/Installing Work In Cement Mortar 1:2 Giving Required Slope In A Row. (Except Soil Excavation, Concrete And Masonry Work) 600 Mm Diameter Pipe.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
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33.
Rural Development #11076826 AOC
Tender For Fdr-Kgm Bp 2024-25. Puthoormadam -Kunnamkulangara Road In Perumanna Gp -..-General Civil Work - ROAD WORK 2 3.1:Preparation of Foundation for Embankment
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. 3 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material 4 4.9:Wet Mix MacadamProviding, 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 5 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 6 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding 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. 7 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 8 3.14:Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 9 OD298964/2025-2026: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 10 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 11 OD298936/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete
Contract Date: May 12, 2026 Contract Value : ₹ 8.47 Lakh
Government Departments No of Bidders 2
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34.
Public Administrative Department #11075327 AOC
Tender For Annual Plan-Pro No : 376/26 Athani Anappara Road Maintenance In Atholi Gp -Pro No : 376/26 Athani Anappara Road Maintenance In Atholi Gp-General Civil Work - ROAD 2 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. 3 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 4 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix soil. 5 OD145491/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
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.
(i) For Grading I Material obtained from scarification. 6 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 7 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. 8 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. 9 75.5.5.A.1pb:Modified Penetration Macadam 50 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. 10 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. 11 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates
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)
Contract Date: May 21, 2026 Contract Value : ₹ 4.64 Lakh
Government Departments No of Bidders 2
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35.
Public Administrative Department #11066607 AOC
Tender For Annual Plan-Edappatta Gp 2025-26,Pro.50/26,Peedikappadi - Pulluvalachi Road-Ward1-General Civil Work-Owned By Edappatta Gp - Road Retarring 2 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. 3 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65Construction 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) 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 5 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 6 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. 7 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. 8 OD92961/2025-2026:Mix Seal Surfacing with shredded plastic - 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)
Contract Date: May 12, 2026 Contract Value : ₹ 2.11 Lakh
Government Departments No of Bidders 2
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36.
Public Administrative Department #11015602 AOC
Annual Plan-Kunnamangalam BP 2025-26. Proj No 35/2025-26 Echambattu Unnathy Samagra Vikasanam in Mavoor GP -..-General Civil Work -- 1 Road work 2 3.1:Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. 3 4.9:Wet Mix MacadamProviding, 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 4 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 5 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 6 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 7 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) 8 OD81525/2025-2026:Supplying and fixing Sila Phalakam with Granite stone of Size 750mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost, conveyance labour charges etc, complete.
Contract Date: May 06, 2026 Contract Value : ₹ 4.21 Lakh
Government Departments No of Bidders 1
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37.
Public Administrative Department #11014962 AOC
Tender For Annual Plan-Pr.No.195/26 Kadaplamattom Gp-Pr.No.195/26 Maintenance Of Chumaduthangi Chittalakkattu Road-General Civil Work - Kadaplamattom GP-Pr.No.195/26 Maintanance of Chumaduthangi Chittalakkattu Road 2 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. 3 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 4 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 5 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. 6 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. 7 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. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates
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)
Contract Date: May 07, 2026 Contract Value : ₹ 7.59 Lakh
Government Departments No of Bidders 2
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38.
Agriculture #10988522 Technical Bid
Tender for Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter. All Kinds Of Soils , Add Extra For Foundation/Trenches/Drains For Every Additional Lift Of 1.5 Mtr. Or Part Thereof In, All Kinds Of Soil , Supplying And Filling In Plinth With Blown Sand Under Floors Including Watering Ramming Consolidating And Dressing Complete Including Cost Of Sand. , Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. M10 Grade Nominal Mix 1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). , Providing And Laying In Position Specified Grade Of Cement Concrete For All Reinforced Cement Concrete Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement. M20 Grade Nominal Mix / Design Mix , Providing And Laying In Position Specified Grade Of Cement Concrete For Reinforced Cement Concrete Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers (If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcement For Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc.M20 Grade Nominal Mix / Design Mix , Providing And Laying In Position Specified Grade Of Cement Concrete For Reinforced Cement Concrete Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc.M20 Grade Nominal Mix / Design Mix , Centering And Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways And Removal Of Formwork For Foundation , Footings, Strap Beam, Raft , Bases Of Columns Etc. , Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For :Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc. , Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For :Columns, Pillars, Posts And Struts Etc. , Providing And Fabricating Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Up To Floor Five Level. (Original Producers Who Manufacture Billet Directly From Iron Ores And Roll The Bilets To Produce Steel Conforming To Is:1786)Thermo-Mechanically Treated Bars (Conforming Of Relevent Is Code) , Add Extra For Providing Richer Mixes Respectively At All Floor Levels Providing M-25 Grade Concrete By Using Cement As Per Codal Provision Instead Of M-20 Grade Design Mix. , Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In:Cement Mortar 1:6 ( 1-Cement : 6-Sand). , Brick Work With Clay Flyash F.P.S. Brick (Is 13757- 1993 ) Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor Five Level In : Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) , Add Extra For Square Or Rectangular Pillars In Superstructre Brick Work Up To Five Storey Upto 45 Cm Length And Two Corners Are Free , Half Brick Work With Mechanised Autoclaved Flyash Lime Bricks Conforming To Is: 12894 :2002 Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In. Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) , Supplying And Fixing In Walls Machine Cut And Polished Stone Shelves, Tands And In Cm 1:3 With Machine Cut Edges : Kota Stone Minimum 30Mm Thick. , P & F 1St Qualityheavy Duty Vitrified Polished Digital Tiles On Floor, Skirting And Steps Etc.In Different Sizes (Thickness Minimum 10Mm) With Water Absortion Less Than Or Equal 0.08% And Conforming To Is 15622 Of Approved Make In All Colour And Shade, Laid With 20 Mm Thick Cm 1: 4 Including Grounting The Joints With White Cement And Matching Pigment Etc Complete.Size 600Mm X 600Mm , Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills Counters, Floors Etc. Laid On 12Mm (Av.) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Jointing With White Cement Mortar 1:2 (1White Cement : 2 Marble Dust) With Pigment To Match The Shade Of The Marble Slab Including Grinding, Rubbing And Polishing Complete. Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour) Above 3601 Cm2 Slabs , Extra For Providing Edge Moulding To 15-18Mm Thick Marble/ Granite/Kota Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. Granite/Kota Stone Work Full Edge Moulding , Providing And Fixing 1St Quality Standard White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades Glazed Tiles Confirming To Is : 13753 & Is :15622 Of Size 200Mm X 300Mm In Walls, Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complete (Excluding The Cost Of Cement Plaster On Walls And Pillar). , Providing And Fixing 1St Quality Mat Finished Ceremic Tile Size 300X300mm Confirming To Is : 13755 And Is : 15622 Colour Such As White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades In Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complete (Including The Cost Of Cement Mortar Bed 1:4). , Extra For Using Size Above 200X300mm In Glazed Tiles And For Using 400Mm X 400Mm Mat Finished Tiles In Place Of 300Mm X 300Mm Size. Wall Tiles , Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal Dehyderesin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure A : 30 Mm Thick . Commercial Veneer Both Side , Extra For Providing External Lipping With 2Nd Class Teak Wood Battens 6 Mm Minimum Depth On All Edges Of Shutters (Over All Area Of Door Shutter To Be Measured) Over Item No. 8.13. , Providing And Fixing Pressed Steel Door Frames Confirming To Is 4351 Manufactured From Commercial Mild Steel Sheet Of 1.25 Mm Thickness Including Hinges Jamb, Lock Jamb, Bead And If Required Angle Threshold Of Mild Steel Angle Of Section 50X25mm, Or Base Ties Of 1.25Mm Pressed Mild Steel Welded Or Rigidly Fixed Together By Mechanical Means, Adjustable Lugs With Split End Tail To Each Jamb Including Steel Butt Hinges 2.5Mm Thick With Mortar Guards, Lock Strike-Plate And Shock Absorbers As Specified And Applying A Coat Of Approved Steel Primer After Pre-Treatment Of The Surface Including Filling With cement concrete 1:2:4(M15 Grade) Complete As Directed By Engineer-In-Chargeprofile C : , Providing And Fixing In Position Collapsible Steel Shutters With Vertical M.S. Channels 20 X 10 X 2Mm And Bracket With Flat Iron Diagonals 20 X 5Mm. Size With Top And Bottom Rail Of T-Iron 40 X 40 X 6Mm. With 40Mm Dia Steel Pulleys/Ball Bearing Complete With Bolts, Nuts Locking Arrangements Inside And Outside Stoppers, Handles Etc. As Per Specification Including Applying A Priming Coat Of Approved Steel Primer. (To Be Measured And Paid As Per Outer Dimension). , Providing And Fixing M.S. Sheet 1Mm Thick Single Leaf Door Shutter In Angle Iron Frame 35X35x5mm Suitabilly Diagonally Braced With 25X3mm Flat Iron Above And Below Lock Rail Of Size 50X5mm Beading Extra Including All Fittings, As Per Direction Of Engg. Incharge But Excluding Cost Of Chowkhats: Including Two Coats Of Anit-Corrosive Red Oxide Primer Paint , Providing And Fixing Steel Glazed Window Frame Made Out Of 80X40 Mm Hollow Sheet Section Of 16 Gauge Thickness, Joint Mitred Welded And Grinded Including Hold Fast Of Steel Lugs 13Mm X 3Mm And 15 Cm Long Embedded In C C Block 15 X 10 X 10 Cm Of 1:3:6 Nominal Concrete And Including Fixing Of Pivoted Hinges Of Superior Quality, Window Shutters Made Out Of 50 X 25.0 Mm Hollow Steel Section 15 Mm Paitam Of 18 Gauge Thickness, Joint Mitred And Grinded Including 10Mm X 10Mm Square Bars Welded To Frame For Paitam Fixing Float Glass 4Mm Thick Panes With Glazing Clips And Metal Sash Putty And Fixing Of Shutters Frames Peg Stay, U Shape Handle 100 Mm Long, Tower Bolts 100 Mm Long Of Steel Powder Coated Superior Quality Including Fixing And Jointing With Frame Hinges Priming Coat With Steel Primer Complete In All Respect As Per Direction Of Engineer-In -Charge , (A) Window Openable. , (B) Window Fixed. , Extra For Additional Shutter In Pipe Section Windows With Wire Gauge 14 Mesh X 24 Gauge , Providing And Fixing Square Bars Or Other Flat Welded To Window, Ventilatiors Etc. , Grading Roof For Water Proofing Treatment With Water Proffing Compound Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 75Mm Thick With 20Mm Thick Nominal Size Aggregate. , Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Cleaning Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dark Shade Using Ordinary Cement. , Providing And Fixing Of Double Leaf Steel Shutter For Cupboard, The Frame Is Made Of Pressed Steel Isi Section 80X25 Mmx 1.25 Mm Thick With 1.00 Mm Ms Sheet To Spot Welded Including Holdfasts Of 15X3mm, Ms Oxidized Fittings Such As Butt Hinges, Sliding Doors Bolts, Handles, Tower Bolts And Twin Peg Etc Complete Including Applying Priming Coat Of Approved Steel Primer Of Red Oxide Zinc Chromate And Spray Painting In Approved Shade With Deco Paint Of Approved Quality Complete As Per Direction Of Engineer In Charge , 6 Mm Thick Cement Plaster To Ceiling Of Mix 1:3 (1Cement : 3-Fine Sand) , Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish :12Mm Thick . , Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish : 20Mm Thick . , Providing And Applying White Cement Based Putty Over Plastered Surface To Prepare The Surface Even And Smooth Complete New Plastered Surface (Three Or More Coats) , Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade Including All Scaffolding: Two Or More Coats On New Work Including Prepartion Of Base With Primer, Putty, Lippy Etc Complete In All Respect. , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade Including All Scaffolding. New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Base Coat Of Water Proofing Cement Paint Applied @ 2.20 Kg/ 10 Sqm ). , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work , Providing And Fixing Aluminum Work For Doors ,Windows, Ventilators And Partition With Extruded Built Up Standard Tubular / Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is :733 And Is :1285, Fixed With Rawl Plugs And Screws Or With Fixing Clips ,Or With Expansion Hold Fasteners Including Necessary Filling Up Of Gap. At Junctions , At Top ,Bottom And Sides With Required Pvc/Neoprene Felt Etc. Aluminium Section Shall Be Smooth ,Rust Free, Straight ,Mitered And Jointed Mechanically Wherever Required Including Cleat Angle Aluminium Snap Beading For Glazing /Paneling , C.P. Brass/ Stainless Steel Screws Al. Tower Bolt & Al. Handle & Al. Aldrop Etc.,All Complete As Per Architectural Drawings And The Directions Of Engineer- In - Charge .(Glazing And Paneling To Be Paid For Separately).For Fixed Portion Powder Coating Aluminum ( Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Aluminum Work For Doors ,Windows, Ventilators And Partition With Extruded Built Up Standard Tubular / Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is :733 And Is :1285, Fixed With Rawl Plugs And Screws Or With Fixing Clips ,Or With Expansion Hold Fasteners Including Necessary Filling Up Of Gap. At Junctions , At Top ,Bottom And Sides With Required Pvc/Neoprene Felt Etc. Aluminium Section Shall Be Smooth ,Rust Free, Straight ,Mitered And Jointed Mechanically Wherever Required Including Cleat Angle Aluminium Snap Beading For Glazing /Paneling , C.P. Brass/ Stainless Steel Screws Al. Tower Bolt & Al. Handle & Al. Aldrop Etc.,All Complete As Per Architectural Drawings And The Directions Of Engineer- In - Charge .(Glazing And Paneling To Be Paid For Separately).For Shutters Builtup Standard Tubular Sections Of Openable Doors ,Windows & Ventilators Including Providing & Fixing Hinges / Rollers Etc. And Making Provision For Fixing Of Fittings Wherever Required (Lockes Shall Be Paid For Separately). Powder Coating Aluminum ( Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Is : 6315 Marked, For Doors Including Cost Of Cutting Floors As Required, Embedding In Floors And Cover Plates With Brass Pivot And Single Piece M.S. With Stainless Steel Cover Plate , Providing And Fixing Glazing In Aluminium Door, Window ,Ventilator Shutters And Partitions Etc. With Pvs / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge.(Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item.)With Float Glass Panes Of 5.0 Mm Thickness ( Weight Not Less Than 13.50 Kg/Sqm) , Providing And Fixing Expanded Grill Made Of Aluminum As Per Design And Drawing Having Members Section Of Size 7.5Mm X 6.0Mm And Opening Of Size 102Mm X 99Mm To Aluminum Window/Vent With Required Screws, Y And H Aluminium Sec (As Per Drawing) At The Ends And Middle Joints Respectively Complete In All Respect As Per Direction Of Engineer In Charge.Powder Coating Aluminum ( Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing 12 Mm Thick Prelaminated Three Layer Medium Density (Exterior Grade ) Particle Board Grade I, Type Ii Conforming To Is : 12823 Bonded Formaldehyde Synthetic Resin ,Of Approved Brand And Manufacture In Paneling Fixed In Aluminium Doors ,Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Direction Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side. , Providing And Fixing Curtain Rods Of 1.25 Mm Thick Chromium Plated Brass Plate, With Two Chromium Plated Brass Brackets Fixed With C.P. Brass Screws And Wooden Plugs, Etc., Wherever Necessary Complete: 20 Mm , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth Side Of Foundation Etc. In Layers Not Exceeding 20 Cm. In Depth, Consolidating Each Deposited Layer By Ramming And Watering Including Lead Up To 50 Meter And With All Lift. , Carriage Of Earth Incloding Loading ,Unloading Without Stacking With Lea Of 5Km , Making Grooves As Per Design In Plaster 10Mm To 20Mm Wide. , Extra For Plastering Done On Moulding Cornices Or Architraves Including Neat Finish To Line And Level: In Two Coats , Providing & Fixing Uv Stabilised Fiberglass Reinforced Plastic Sheet Roofing Upto Any Pitch Including Fixing With Polymer Coated ‘J Or ‘L Hooks, Bolts & Nuts 8Mm Dia. G.I Plain/Bitumen Washers Complete But Excluding The Cost Of Purlins, Rafters, Trusses Etc. The Sheets Shall Be Manufactured Out Of 2400 Tex Panel Rovigs Incorporating Minimum 0.3% Ultra-Voilet Stabiliser In Resin System Under Approximately 2400 Psi And Hot Cured. They Shall Be Of Uniform Pigmentation And Thickness Without Air Pockets And Shall Confoim To Is 10192 And Is 12866.The Sheets Shall Be Opaque Or Translucent, Clear Or Pigmented, Textured Or Smooth As Specified.5.0Mm Thick (Wt. 8.4 Kg./Mtr. Sq.) , Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10Mm And Down Gauge) Including Finishing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) As Per Standard Design : , Crazy Marble Stone Flooring 20Mm Thick Marble Stone With Black Or Of Specified Colour Topping Including Filling The Gaps With Cement Marble Chips Mix In Proportion Of 4 : 7 (4Cement : 7 White Black Or White Or Black Marble Chips) Size From 1Mm To 4Mm By Volume And Under Layer Of 25Mm Thick Cement Concrete [1:2:4, Graded Stone Aggregate 12.5Mm Nominal Size] Rubbing And Polishing And Cement Slurry Etc. Complete : In Ordinary Cement. , Extra In Marble/Other Flooring Work For Upto 50 Mm Wide Strip Of Green/White/ Jaisalmer Stone In Flooring Work As Per Direction Of Engineer In Charge , Providing & Fixing Precast Cement Concrete Coping 1 : 2 : 4 Mix 50Mm Thick Complete As Per Specification : , Renewing Glass Panes,With Putty And Nails Wherever Necessary Float Glass Panes Of Thickness 5 Mm , Filling Of Sunk Portion Of Roof With Earthen Pots Of Required Height Including Filling Voids With 1:3:6 Light Concrete, Using Brick Bats Complete Levelling And Dressing The Surface By 50Mm Thick Cement Concrete 1:2:4 As Per Specification. , Supply And Fixing In Cement Mortar Welded Hand Railing Made Out Of Ms Round Or Square Bars, Flats Etc. For Staircase Or Verandah As Per Design Complete In All Respect (Wooden Or Pvc Hand Railing To Be Paid Extra) With Priming Coat Of Red Oxide. , Extra For Providing D Type Pipe Head As Top Of Hand Railing , Providing And Fixing Almirah Lock (50 To 70 Mm Size )Of Approved Make Without Pair Of Handles For Door With Necessary Screws Etc Complete As Per Direction Of Engineer-In-Charge. , Providing And Fixing Stainless Steel Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). Grade 304 , Lettering With Black Japan Paint Of Approved Brand And Manufacture. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Tractor Mount 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 Morth Specification Clause 401..For Grading Iii Material , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 5.00Km As Per Morth Specification Clause 305.3 , 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 400-12 & 400-13 And Morth Specification Clause 406.By Mechanical Means With All Lead , Providing And Laying Of Interlocking M-30 Grade Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And As Per Is 15658:2006.And All Materials Shall Conform To Morth Specification Clause 602.With M-30 Grade 0.30 Mtr X 0.30 Mtr X 0.15 Mtr Edge Blockscategory B : Dentated Only Two Side Like I,Z,T Shape As Per Irc:Sp:63-2004 , Construction Of Tube-Well From Ground Levels And Upto 100 Meter Depth And Above To Accommodate Housing And Assembly Pipe Of Following Sizes In All Types Of Alluvium Strata By Percussion/ Rotary Drilling Method And With Gravel As Per Is:4097-1967 And Packing As Per Is:2800 (Part I -& Ii) 1979 As Amended Upto Date (The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes, With Supply And Wrapping Of Coir-Rope, Wherever Necessary, For Arresting Fine Sand Particles. The Work Will Not Include Cost Of Housing Pipe And Strainer Pipe Assembly And Development Work, But Work Would Be Completed After Obtaining Sand Free Water).200Mm Dia. Nominal Bore. , Construction Of Tube-Well Upto 100 Meter Depth And Above In All Type Of Rocks By Dth System And Over Burden, To Accommodate Casing Pipe Of Following Sizes In All Types Of Soils And Over Burden Including Lowering Of Casing Pipes, But Excluding Cost Of Casing Pipes As Per Is : 2800 (Part I & Ii) 1979 Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe: 200Mm Dia. , Supply Of Strainer Pipes Made Of Erw M.S. Black Pipe Isi Mark Of Following Sizes At The Site Of Work Including Required Size Of Slotting As Per Is:8110-1985. 200Mm Normianl Bore , Supply Of Erw M.S. Black Casing Pipe Isi Marked Is:4270/ 1992) Of Grade Fe410 Of Following Sizes At Site Of Work. 200Mm Normianl Bore , Development Of Tube Well As Per Is Specification Using Suitable Compressor To Give Sand Free Water For Required Yield Of The Gravel Packed Tube Well. , S & F Tube Well Cover Of M.S.Sheet (6Mm Thick) With Nuts And Bolts Complete For Casing Size:200Mm Dia. , S & F M.S. Clamp, Set Of 50 ×6Mm Flat Iron With Nuts And Bolts Etc. For Holding The Riser Pipe Assembly Of Submersible Pump Set. , P & F Indian Type White Glazed Vitreous China 1St Quality W.C. Orissa Pan (Is :2556 Mark) With 100 Mm Vitreous China P Or S Trap Including Cutting And Making Good The Wall And Floor: Size 580X440mm. , P & F European Type White Glazed Vitreous China 1St Quality Double Syphonic W.C (Is :2556 Mark) With P Or S Trap Including Cutting And Making Good The Wall And Floor , P & F Water Closet Seat Covers With Brass Hinges Complete :Solid Pvc (Is 2548 Marked) Grade-I Black For Ewc. , P & F Low Level Flushing Cistern Of 10 Litres Capacity (Is : 2556 Mark) Of Approved Make With Complete Fittings C.I. Brackets Duly Painted, Brass Ball Cock With Ball (Is: 1703 Mark) Complete Including Cutting And Making Good The Wall: Pvc With Pvc Bend And Superior Internal Fittings As Per Is : 7231 . , P & F Flush Pipe Of Approved Make With Complete Fittings For High Level Flushing Cistern: Pvc Exposed (Heavy) 32Mm. , P & F Wvc Wash Basin (Ist Quality Is:2556 Mark) Of Approved Make With C.I. Brackets Duly Painted 1 No. 15 Mm C.P. Pillar Cock (Is:8934 Mark) & 32 Mm C.P. Brass Waste Coupling Of Approved Make, P.V.C Waste Pipe With Pvc Nut 32 Mm Complete Including Cutting & Making Good The Wall : , Size 580 Mm X 450 Mm , Size 630 Mm X 500 Mm Dia For Counter Top , P & F Bevelled Edge Mirror/Mirror With Teak Wood Lipping Around Of Special Glass Of Approved Make As Per Direction Of Engineer-In-Charge Complete With 6Mm Thick Commercial Ply Base Fixed To Wooden Screws & Washers. Size 600 X 450Mm X 4 Mm Thick , P & F Towel Rail Or Ring Of Approved Quality/Make: , C.P. Brass Towel Rail Elbow Type With Concealed Screws Size 450Mm (Heavy Duty). , P & F Grating Of Approved Quality/Make: , Stainless Steel Sheet Size 125Mm Dia. , P & F Liquid Soap Container With Brackets Complete Of Approved Make: , P & F Jet Spray For Water Closet With C.P. Copper Tube Flange Of Approved Make. , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes (Is 15778 : 2007 Code) Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1 Metre Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Internal Work Exposed On Wall) , 20 Mm Nominal Outer Dia Pipes , 25 Mm Nominal Outer Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes (Is 15778 : 2007 Code) Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Concealed Work Including Cutting Chases And Making Good The Walls Etc.,) , 20 Mm Nominal Outer Dia Pipes , 25 Mm Nominal Outer Dia Pipes , Making Connection Of G.I. Distribution Branch With G.I. Main Including All Fitting. , Upto 25Mm Dia , P & F Bib Cock (Is : 8931 Mark), Superior Quality Of Approved Make: , C.P. Brass Bib Cock,15Mm Nominal Bore. , C.P. Brass Bib Cock Long Body, 15Mm Nominal Bore Weight Not Less Than 690 Gm , P & F Ball Cock (Is :1703 Mark) With Rod & P.V.C. Ball Complete : Brass Wt. Not Less Than 300 Gm,15Mm. , P & F Inlet Connection (Angle Valves) Superior Quality, Of Approved Make, For Wash Basin, Gyser Etc. C.P. Inlet Connection 15Mm.Brass (Is : 8931 Marked) , P & F 15 Mm. Dia Connection Pipe Of Approved Quality/Make : Pvc Pipe With C.P. Brass Nuts Upto Length 450Mm. , P & F Full-Way Valve (Is:778 Mark) Or Wheel Valve Of Approved Make : , Gun-Metal 15Mm Nominal Bore. , Gun-Metal 25Mm Nominal Bore. , P & F Pvc Storage Tank Isi Marked (Is : 12701) Indicating The Bis License No), Of Approved Make With Cover, 25Mm Dia 1M Long G.I. Over-Flow Pipe & 25 Cm. Long Wash Out Pipe With Plug & Socket, Including Making Connection Etc., Complete Of Approved Design: 1000 Litres Capacity , P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 160 Mm Dia , P & F S.W. Master Trap (Inter-Cepting) A Grade (I.S.: 651 Marked) Of Approved Quality/Make 150Mm Dia , P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 110 Mm Dia , P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant: 110Mm Dia , Coupler (Socket) , Plain Tee , Bend 45 , Vent Cowel , Pipe Clip , Multi Floor Trap , Construction Of Manhole In All Type Of Soil Inner Size 90 X 60 Cm. 300 Mm Thick Masonry In Cm 1:6, 10 Cm. Thick Cement Concrete 1:5:10 In Foundation, 20 Mm Thick Inside Plaster In Cm 1:6, Finished With Floating Neat Cement, 50Mm Thick M-15 Grade cement concrete Flooring, Making Channels, 80Mm Thick Stone Slab Covering With 40Mm Thick M-15 Grade cement concrete Flooring, Cement Cover With Frame Of 450Mm Dia, Earthwork Etc. Complete As Per Design Including Disposal Of Surplus Earth Within 50 Mtr. Lead. Depth Up To 0.5 M , Construction Of Chamber In All Type Of Soil With 300 Mm Thick Masonry In Cm 1:6 M,10 Cm Thick cement concrete 1:5:10 In Foundation, 20Mm Thick Insider Plaster In Cm 1:6, Finished With Floating Neat Cement, 50Mm Thick M-15 Grade cement concrete Flooring , Earthwork Etc. Complete As Per Design Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr. -Do- Size 600 X 450Mm Depth Upto 0.5 M Cement Cover With Frame. , Construction Of Septic Tank In All Types Of Soil With 40 Cm .Thick Masonry In Cm 1:6, 15 Cm Thick cement concrete Bed Of 1:5:10, M-15 Grade cement concrete Floor & Reinforced Cement Concrete Slab Covering With M15 Grade cement concrete Floor, 50 Mm Thick Stone Slab Partition Walls, 20 Mm Thick Plaster In Cm 1:6 Finished With Neat Floating Cement, 4 Nos Stone Foot Rests Of Approved Design ,Two No. 450 Mm Dia Each Ferro Cement Cover With Frame, Earth Work Etc. Complete As Per Approved Drawing Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr:- Size 400 X140x150 Cm.(For 50 Users) With 115 Mm Thick Reinforced Cement Concrete (M-20) Slab With Tor Steel Reinforcement 10Mm Φ @15 Cm C/C Bothways Including Shuttering Complete In All Respect. , Construction Of Recharge Shaft In Filter Pit Including Earth Work Excavation , Lifting Excavted Earth With All Lift And 50 M Lead And Centering & Shuttering Evenever Required.Diameter 900 Mm , Supply & Fixing Pre-Cast Reinforced Cement Concrete Rinngs At The Mouth Of Recharge Shaft Of M20 Mix With 40 Mm Thicknessdiameter 900 Mm , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter. All Kinds Of Soils , Add Extra For Foundation/Trenches/Drains For Every Additional Lift Of 1.5 Mtr. Or Part Thereof In All Kinds Of Soil , Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. M10 Grade Nominal Mix 1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). , Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In:Cement Mortar 1:6 ( 1-Cement : 6-Sand). , Plaster On New Surface On Walls In Cement Sand Mortar 1:4 Including Racking Of Joints Etc. Complete Fine Finish :20Mm Thick . , Finishing With Neat Cement (Punning). , Providing And Laying In Position Specified Grade Of Cement Concrete For Reinforced Cement Concrete Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc. M20 Grade Nominal Mix / Design Mix. , Add Extra For Providing Richer Mixes Respectively At All Floor Levels, Providing M-25 Grade Concrete By Using Min 410 Kg Of Cement Per Cum Instead Of M-20 Grade Design Mix. , Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For : Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc. , Providing And Fabricating Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Up To Floor Five Level. Thermo-Mechanically Treated Bars (Conforming Of Relevent Is Code). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 75Mm Thick With 20Mm Thick Nominal Size Aggregate. , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting (Height Upto 10 M) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete: , Inside Size 600X450mm Upto Depth Of 0.5M & 38Kg Ci Cover With Frame , 250Mm Dia Internal. , P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii(4 Kg. /Cm.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant, 160Mm Dia. , 250Mm Dia S.W. Pipe. , P & F 60 Cm. Wide M.S. Ladder In Open Well Made Of Flat Iron 32X5mm And 10Mm Dia Bars @ 200Mm C/C With Angle Iron Hold Fasts At Suitable Interval Complete As Per Drawing. , Construction Of Tube-Well From Ground Levels And Upto 100 Meter Depth And Above To Accommodate Housing And Assembly Pipe Of Following Sizes In All Types Of Alluvium Strata By Percussion/ Rotary Drilling Method And With Gravel As Per Is:4097-1967 And Packing As Per Is:2800 (Part I -& Ii) 1979 As Amended Upto Date (The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes, With Supply And Wrapping Of Coir-Rope, Wherever Necessary, For Arresting Fine Sand Particles. The Work Will Not Include Cost Of Housing Pipe And Strainer Pipe Assembly And Development Work, But Work Would Be Completed After Obtaining Sand Free Water).200Mm Nominal Bore , P & F G.I. Pipes (Internal Work) With G.I. Fittings (Is:1239-1992 Mark) & M.S. Clamps Including Cutting And Making Good The Walls And Floors : Exposed On Wall, 15 Mm Dia Nominal Bore. B - Class. , Supply Of Strainer Pipes Made Of Erw M.S. Black Pipe Isi Mark Of Following Sizes At The Site Of Work Including Required Size Of Slotting As Per Is:8110-1985. , Size 9 To 12 Mm , Size 3 To 5 Mm , Wiring Of Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade (Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Virgin Material Pvc Conduit & Its Isi Marked (Is:3419-1988) Accessories, Round Tiles, 1.2 Mm Thick Hot Dipped Galvanized Modular Box With Earth Terminal, 10A Modular Switch,Modular Face Plate With Grid Plate, 3 Pin Ceiling Rose / Holder /3 Way Connector, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated Sheets & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , Short Point (Up To 3 Mtr.) , Medium Point (Up To 6 Mtr.) , Long Point (Up To 10 Mtr.) , Wiring Of Twin Control Light Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade (Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Pvc Conduit & Its Isi Marked (Is:3419-1988) Accessories, Round Tiles, 2 Nos Hot Dipped Galvanized M.S Modular Box Of 1.2 Mm Thick With Earth Terminal,2 Nos10 A Two Way Modular Switch, 3 Pin Ceiling Rose / Holder / 3 Way Connector ,Modular Face Plate With Grid Plate, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated Sheets & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Medium Point (Up To 6 Mtr.) , Long Point (Up To 10 Mtr..) , Wiring Of 3/5 Pin 6 Amp. Light Plug Point With 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Conductor 1.1 Kv Grade And 1.5 Sq. Mm Nominal Size Fr Pvc Insulated Unsheathed Flexible Copper Earth Conductor 1.1 Kv Grade(Is:694) In Recessed Isi Marked Mms ( Is:9537 P - Iii ) Pvc Conduit & Its Isi Marked (Is:3419-1988)Accessories, Hot Dipped Galvanized Modular Box Of 1.2 Mm Thick With Earth Terminal, 10 A Modular Switch, 3/5 Pin 6 A Modular Socket, Modular Face Plate With Grid Plate, Screws, Making Connections, Testing Etc. As Required. For Specification Of Copper Conductor, Phenolic Laminated Sheets & Electrical/ Wiring Accessories Refer Chapter E - 04, E - 05 & E - 07 For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , On Board , Short Point (Up To 3 Mtr.) , Medium Point (Up To 6 Mtr.) , S&F Following Sizes (Dia.) Of Isi Marked Virgin Material Mms ( Is:9537 P - Iii ) Pvc Conduit Along With Isi Marked (Is:3419-1988) Accessories As Required In Recess Including Cutting The Wall, Covering Conduit And Making Good The Same As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 25 Mm , 32 Mm , Supplying And Drawing Fr Pvc Insulated & Unsheathed Flexible Copper Conductor As Per Pwd Specification For Electrical Works With Isi Marked (Is:694) And As Per Is 8130 : 2013 Of 1.1 Kv Grade . Wire Should Be Made From 99.90 % Purity Copper, Class 5 Stranding In Acc. To Is:8130/Iec 60228 For Lower Watt Loss , Oxygen Free For Less Chances Of Oxidization, Insulation Pvc Type A/C/D , Flame Retardant As Per Is 10810-53, Better Amperage Rating As Per Is:3961 Part 5, In Existing Surface Or Recessed Pvc/ Ms Conduit/Casing Capping Making Connections With Copper Lugs Of Suitable Size, Ferrules,Testing Etc. As Required. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Wires. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 2X 1.5 Sq.Mm , 2 X 2.5 Sq. Mm. + 1X1.5Sqmm , 2 X 4.0 Sq. Mm. + 1 X 2.5 Sq. Mm. , 4 X 10.0 Sq.Mm , 4 X 16.0 Sq.Mm , Supplying And Fixing Of Power Plug Point With Modular Accessories As Per Pwd Specification For Electrical Works, On Hot Dipped Galvanized Modular Box Of 1.2 Mm Thick With Earthing Terminal/Connector On Surface Or In Recessed With Suitable Size Of Modular Face Place With Grid Plate And Cover Plate Including Cost Of Isi Marked Modular 16 Amp. Switch (Is :3854) And 6/16 Amp. Socket Outlet (Is:1293) Making Connection , Testing , Etc. As Required. For Specification Of Wiring Accessories Refer Chapter E - 07 Related Item & For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Providing & Fixing Of Wiring Accessories Oem Fabricated Following Size Gi Box Of 1.2 Mm Thick With Earthing Terminal And Adjustable Floating Clamp In Recess/ Surface Suitable For Modular Accessories As Required.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1/2 Module , Providing & Fixing Of Following Size Mounting Grid Plates With Cover Plates Made From Fire Retardent Uv Established High Performance Engineering Plastic Suitable For All Universal Metal Boxes For Front Installation & Removal Direct Fit Type Complete In All Respect.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1-2 Module , Providing & Fixing Of 240/415 V Ac Mcb With Positive Isolation Of 10 Ka Breaking Capacity (B/ C/D Tripping Characteristic As Per Type Of Load And Site Requirement) 4 Kv Impulse Withstand Voltage, Isi Marked Is 8828(1996) / Conforming To Iec 60898-1 2002, Iec 60947-2, Low Watt Losses, Trip Free Mechanisum , Energy Limiting Of Class 3 As Per Iec, Minimum Phase Termination Capacity Of 35Sq.Mm. , Conductor Line Load Reversibility , Ip 20 Contact Protection And Fitted In Existing Distribution Board/Sheets, Minimum Electrical Operation 20,000 Upto 20 A Rating And 10,000 Upto 63 A, 5000 For 80 A & Above Rating Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , Single Pole Mcb (With B/C Curve Tripping Characteristics) , 6 A To 32 A Rating , Providing & Fixing Of Recessed/Surface Mounting Heavy Duty Horizontal Type Double Door ( Metal / Glazed )Distribution Board With Metal End Box Made Out From Galvanized Steel / Crca Sheet Not Less Then 1.2 Mm Thick Conforming To Is-8623-1 & 3 / Iec 61439- 1 & 3, Powder Painted Complete With Reversible Door (For Double Door Db Only )100 Amp. Insulated Copper Bus Bar/Shorting Link , Copper Neutral Link, Copper Earth Link , Color Coded Interconnecting Wire Set Of Suitable Rating And Din Bar,Masking Sheet, Making Internal Db Terminations With Copper Lugs, Ferrules, Detachable Gland Plate, Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Metal Door (Three Phase) Ik-09 And Ip-43 With Metal End Box , 6 Way , Providing & Fixing Of Recessed/Surface Mounting Heavy Duty Vertical Tpn Distribution Board With Metal End Box With Provision Of Incomer Suitable For Mcb / Rccb And Sp / Tp Mcb As Outgoing ,Made Out From Galvanized Steel / Crca Sheet Not Less Then 1.2 Mm Thick Conforming To Is-8623-1 & 3 / Iec 61439- 1 & 3. Powder Painted With Reversible Door (For Double Door Db Only ) Complete With Insulated 100 A Rating Copper Bus Bar, Neutral Bars With Shrouds, Earth Bar , Color Coded Interconnecting Wire Set Of Suitable Rating And Din Bar,Masking Sheet, Making Internal Db Terminations With Copper Lugs, Ferrules, Detachable Gland Plate, Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Double Door Ik-09 & Ip-43 With Metal End Box , 6 Way(8+18) , Providing & Fixing Of 240/415 V Isolator Isi Marked Is:13947-Iii/Conforming To Iec 60947-3, Suitable For Ac22a Utilization Category, 4Kv Impulse Withstand Voltage, True Contact Indication, Red Colour Dolly / Lever Shall Have Single Mould Covering Over All Poles For Operation , Two Position Din Rail Mounting, Minimum Phase Termination Capacity Of 35Sq.Mm. Ip 20 Contact Protection And Fitted In Existing Distribution Board / Sheet Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , Four Pole Isolator , 80 A/ 100 A Rating , Triple Pole Isolator , 63A Rating , Providing & Fixing Of Following Modular Accessories As Per Pwd Specification For Electrical Works, Made Out Of Unbreakable And Fire Retardant Vergin Poly Carbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating , Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 25 Amp. 2 Module Motor Starter With On / Off Push Button , Blanking Plate , Providing & Fixing Of Modular Type 120 W Step Fan Regulator Duly Isi Marked (Is 11037:1984 ) With Cm/L No. Printed Made Out Of Unbreakable And Fire Retardant Vergin Poly Carbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating , Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 5 Step Fan Regulator 2 Module 360 Dgree Rotating , Providing & Fixing Of Modular Type Switch/ Bell Push Duly Isi Marked (Is :3854) With Cm/L No. Printed And Made Out Of Unbreakable And Fire Retardant Vergin Uv Stabilized Polycarbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating ,Minimum Width Of Switch Toggle( Push Part ) Should Not Less Then 20Mm, Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 10 A Bell Push , Providing & Fixing Of Ding Dong/Musical Chime Bell As Per Pwd Specification For Electrical Works, Including Making Connection Testing Etc. As Required.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Supply Installation Testing and Commissioning of 3 /4 Pole Current Limiting Moulded Case Circuit Breaker (Mccb) Made Of Flame Retardent & Heat Resistant Material Having Following Current Rating, Short Circuit Breaking Capacity At 440/415 V, 50 Hz; O/L & S/C Settings , Conforming To Is/Iec 60947 P -2 :2003 With Front Face And Centralised Adjustable, Trip Free Mechanisum, True Contact Position Indicator, Line Load Interchangeability, Designed For Both Horizontal & Vertical Mounting Without Any Adverse Effect On Electrical Performance, Suitable For Operation Upto 55 Degree And Without Derating Upto 40 Degree, Pollution Degree 3, Having Positive Isolation Capability, Push (Test) To Trip, Trip Time Less Then 10 Ms Under S/C Condition, Breaking Capacity Ics = 100% Icu. U Improvement =8 Kv, Rated Insulation Voltage 690 V. Provision For Uvr , Shunt Trip , Earth Fault Trip, Door Interlock, Pad Lock & Rotary Handle , Including Making Connections Etc. As Required.Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Certificate Before Execution All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , 3 Pole Mccb With Thermal Magnetic Release , Up To 100 annual periodical maintenance , 25 Ka, Adjustable O/L & Adjustable S/C Setting, , Providing & Laying P.V.C. / Xlpe Insulated & P.V.C. Sheathed Arrmoured Aluminium Cable Confirming To Is:1554 P-I / Is :7098 P - I Of 1.1 Kv With H4- Grade Electrolytic Aluminium Conductor Confirming To Is 8130 Of Purity 99.6 %, Round / Flat Strip Armouring Of Cables, Inner / Outer Sheath Confirming To Is:5831 In Existing Reinforced Cement Concrete / Hume / Stoneware / Pvc Pipe/ Open Duct/Cable Trench / Cable Tray(With Cable Tie) Including Testing Etc. As Required Of Following Size. Oem Must Have Its Own In House Nabl Accrediated Laboratory For Testing Procedure As Per Is:10810.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached . , 35.0 Sq. Mm , 3.5 Core , Add Extra For Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Direct In Ground Including Excavation Of Trench Of Size 75 Cm (Depth) X 35 Cm(Width) , With Procedure As Per Following Points:- (A) Make A River Sand Bed Of Height 125 Mm Along The Trench, (B) Lay The Cable In The Middle Of The Trench, (C) Provide River Sand Bed Of Height 125 Mm On Top Of The Cable, (D) Lay The Protective Common Burnt Clay F.P.S. Bricks Of Class Designation 75 / Sand Stone Slabs Of 50 Mm Thickness And 225 Mm Wide Just Above The Sand Bed Vertically Across The Cable ( Approx. 9 No. Bricks Per Mtr.), (E) Backfill The Excavated Soil Leaving 300 Mm From The Ground Level, (F)Lay The Cable Warning Tape And Again Back-Fill The Remaining Portion Of The Trench Upto The Ground Level And Compacting The Earth , Supplying And Making End Termination With Heavy Aluminium Lugs ( Pin / Ring Type ) Confirming To Is 8309 -1993 & Is 8337-1976 Duly Crimped With Crimping Tool, Pvc Tape Etc Of Following Size.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 35.0 Sq.Mm , P / L Of Double Wall Corrugated Hdpe Pipe Confirming To Is : 16205 P-24, Stiffness Class 750 N, Externally Corrugated And Having Smooth Surface Inside With Hdpe Coupler, Elbow, Tee At Required Depth Below The Ground For Laying Cable Of Following Nominal Outer Dia. Mfr Test Report From Nabl Accrediated Is To Be Submitted.(Excavation Of Earth & Back Filling With Compaction Is To Be Paid Extra)All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 50 Mm , Labour Charges For Excavating Trenches Of Required Width For Pipes Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 Mtr. Including Taking Out The Excavated Soil, And Then Returning The Soil As Required In Layers Not Exceeding 20Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 Mtr.: , All Kind Of Soils , Providing & Fixing Of Bee Star Rated Copper Wounded Double Ball Bearing Capacitor Start, Aluminium Body & Metallic Blade Ceiling Fan Conforming To All The Performance Requirements Laid Down In Is 374:2019 Including All Amendments, As Applicable ; & Carry Bis Licensing (I.E. Isi Marking) With Down Rod Up To 80 Cm With Secondary Support Safety Cable ( Steel Rope) , Cotter Pin With 3 X 1.5 Sq.Mm Pvc Insulated Flexible Copper Conductor Making Connection Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1200 Mm Sweep Bee 1 Star Rated (Service Value =4.0 To 4.5 ) , P & F 1.2Mm Thick M.S. Recessed Fan Box, Hexagonal/ Round Of Size 130 Mm Dia, Depth 75Mm, 12 Mm Dia Rod Fan Hook With 100 Mm Length Extended On Each Side . All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached. , Providing & Fixing Of Of Double Ball Bearing, Copper Wounded Capacitor Start Single Phase Metallic Blade Fresh Air Fan, In Existing Opening Including Cost Of Hardware , Flexible 3 Core Copper Conductor ,Making Connections, Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 300 Mm Sweep , P & F Of Gravity Louver Shutter Of Superior Quality Made Out Of Frame Of 18 Swg M.S. Sheet & Louvers Made From 24 Swg Ms Sheet With Enamel Paint Including Cost Of Nuts, Bolts, Etc As Reqd. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Up To 380 Mm Size , Providing & Fixing Of Energy Efficient Direct Fit (Retrofit) Polycarbonate/ Glass Housing Smd Mid Power Led Tube Rod (With Integral Driver & Alumn. Heat Sink ), On Existing Fixture. System Lumen Efficacy ≥ 100 Lm/Watt Output, Internal Surge Protection Of 2.5 Kv ,Thd 20% ,P.F.≥0.95,Cri 80 , Life Time Of Minimum 35000 Burning Hours With , 70% Of Intial Lumen Maintaned Till Life Ends , Cct 3000°K / 4000°K / 5700°K /6000°K/6500°K (As Per Ansi Bin) , Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79 & Lm80)Certificate / Report From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1200Mm , Min. Lumens Output 2000 Lm Led Tube Rod With Polycarbonate Housing , Providing & Fixing Of Ip20, 2X2 Led Surface/ Recessed Mounting Mid Power Smd Type Led Light Fixture Not Less Than 50Mm Housing Depth Made From Crca Sheet Steel Housing, High Purity / Transmisivity Uv Stabilized Non -Yellowish Diffuser For Uniform Light Distribution. High Efficiency With 4 Kv Internal/External Surge Protection Bis Certified Isolated Driver Having Efficiency 85% , With Short & Open Circuit Protection (Integral With Light Fixture). System Lumen Efficacy Of ≥ 120 Lm/Watt ,Thd 10 % , P.F.≥0.95,Cri 80 , Life Time Of Minimum 50000 Burning Hours With , 70% Of Intial Lumen Maintaned Till Life Ends , Cct 3000°K / 4000°K / 5700°K /6000°K/6500°K (As Per Ansi Bin) , Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. , Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79 & Lm80) Certificate / Report From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Surface Moutning , Minimum Lumen Output 3600 Lm , Providing & Fixing Of Ip-20 Led Recessed / Surface Mounted, Round / Sqaure Smd Mid Power Led Downlight With Power Coated Die-Cast Aluminum Housing With Uv Stabilized Non Yellowish Diffuser With Bis Complience 2.5 Kv Surge Protected Isolated Driver, With Short & Open Circuit Protection, Having Efficiency 85% . System Lumen Efficacy Of ≥ 110 Lm / Watt, Thd 10 % , Pf.≥0.95, Cri 80, Life Time Of Minimum 50000 Burning Hours With , 70% Of Intial Lumen Maintaned Till Life Ends , Cct 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As Per Ansi Bin) , Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. , Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79 & Lm80) Certificate / Report From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Surface Mounting (With Extruded Alumn. Housing ) , Minimum Lumen Output 1300 Lm , Minimum Lumen Output 1950 Lm , Plate Earthing As Per Is:3043 With Hot Dipped G.I. Earth Plate Of Size 600Mm X 600Mm X 6.0Mm By Embodying 3 To 4 Mtr. Below The Ground Level With 20 Mm Dia. G.I. B Class Watering Pipe ,Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, And Heavy Duty Weather Proof Poly-Propylene Earth Pit Chamber With Lockable Jam Free Lid Suitable For Safe Working Load 5000 Kg Or More Of Size Top Dia. 225 To 260 Mm, Bottom Dia 300 To 350 Mm. And Height 250 To 300 Mm. And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Less As Required & Must Record By Engineer In Charge During Site Visit And Ensure To Enter In Measurment Book.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Supply & Laying Following Size Earth Wire In Horizontal Or Vertical Run In Ground/Surface/Recess Including Riveting, Soldering, Saddles, Making Connection With Gi/Cu Purity Purity 95% Thimble Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached. , 8 Swg G.I. ( Hot Dipped ) Wire , Providing & Fixing Of Ik08, Ip 66 Protected Led Street Light Luminaire On Existing Bracket/Pole. Fixture Made Of Powder Coated Single Piece Pressure Die Cast Aluminum Material With Heat Dissipation Fins On Housing With Uv Stabilized Pc (Uv Stablization Report Submitted For Uv Cover ) /Toughened Glass Cover And Secondary Lens On Each Led & Should Be Smd Type Of 3 To 5 Watt Each . The System Efficacy =125 Lm/ Wt And Potted Driver & Has A Unique Bis R Number With Input Voltage Ac 120 To 270 V Ac With High Voltage Cutoff @=300 V Ac And Auto Resetting Safety , Power Factor 0.95 Driver Efficiency 85% ,Thd(I) 10% Humidity 10% To 90% Rh Working Temp -5C To 45C . Driver Current 750Ma. The Luminaire Shall Be Bis Certified And Trade Mark Certified. Life Expectancy Equal Or More Than 50000 Burning Hrs With Minimum 70% Lumen Maintened , Cri 70 And Cct 5700K +355K. Surge Protection Shall Be Min ≥ 4 Kv Internal And Min 10 Kv External Inside Driver Compartment. Driver Should Be Phase To Phase Protection Of 440 V For 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing On Die Cast Housing To Allow Traceability/Authenticity. Fixture Shall Be As Per Is 10322 Complianced.Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79/Lm80) Certificate/ Report With Liable Warranty Of Product/Accessories From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Led Street Light Fixture With Minimum Lumen Output 12500 Lm , Providing & Fixing Of Street Light Bracket Made Out From Following Size Of B Class , Medium Class G.I. Pipe Confirming To Is : 1239 P - 1 ( 2004 ) With Heavy Duty Pole Clamp, Saddles Suitable Fastners Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 32 Mm Dia. , Supply Installation Testing and Commissioning of Mnre Approved & Confirming To Is:12933 P-1,2,3 & 5 Flat Plate Collector Type Solar Hot Water System Having Collector With Zincalum Sheet Outer Body , Glass - Line / Titanium Enamel Coated Inner Tank With Metal Rust Proof Puf Insulated Body Including Electrical Back Up, Thermostat, Powder Coated / Hot Dipped Galvanized Ms Stand For Collector & Tank Etc. As Required. Of Following Capacity Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 250 Litre/ Day , Supply , Installation, Testing And Comissioning Of Is:1475 Marked Self Contained Drinking Water Cooler With Hermetically Sealed Compressor,Non Cfc Refrigerent Suitable For Operation On 230V/1Ph/50Hz Ac Supply,Full Stainless Steel (Ss304)Body (0.8 Mm Thick) And Tank (0.5 Mm Thick) , Stainless Steel Water Tray,Minimum Two Nos Brass Chrome Plated Faucets And Suitable Drainage System Complete In All Respect With Required Height Ms Fabricated And Painted Angle Iron Frame ( Cost Of Frame To Be Paid Extra )Complete In All Respect Of The Following Capacity. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , Cooling Capacity 150 Ltr./Hr. And Storage Capacity 150 Ltrs , Supply, Fixing And Testing Of Following Capacity Iso Certified Company Made Wall Mounted Stabilizer Having Output Voltage Variation From 200 V To 250 V(+/-5%) With Input Voltage Variation From 170 V To 260 V, Time Delay Facility From 2 To 4 Minute And High Cutoff At 270 V With Providing Of 16 annual periodical maintenance /20 annual periodical maintenance Industrial Plug Top Making Connection Etc Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 4 Kva , Making Hole In Stone Masonary/ Reinforced Cement Concrete Wall/ Reinforced Cement Concrete Slab With Core Cutter For Accomodating Refrigerant Pipe/ Drain Pipe/ Ms Pipe/ Cables Etc Of Following Dia , 50 Mm Dia Per Running Inch Length , Supply , Installation, Testing And Comissioning Of Inverter Type Air Cooled Hi Wall Split Type Air Conditioners With Latest Star Rating System As Per Bee Amended Upto Date Complete With Indoor Unit(Idu), Out Door Unit (Odu), Surface / Concealed Copper Refrigerant Piping With Insulation (Closed Cell Elastomeric Nitrile Rubber Tubular Pipe Section) Upto 3 Mtr (Idu To Odu), Copper Power Cable Upto 3.5 Mtr (Idu To Odu), R-32/R-410 Green Refrigerant, Wireless Remote Control, Suitable For Working Between 230V +/- 10% With Low & High Voltage Cutoff And 50 Hz , Single Phase Ac Supply Capable Of Performing Cooling, Dehumidification, Air Circulation Of Following Capacity With Scroll / Rotary Compressor. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 1.5 Tr Iseer Not Less Then 3.8 , Supply Installation Testing and Commissioning of Monoblock Motor Pump Set Isi Marked (Is:9079-2002) With Tefc Motor, Motor Should Be Ie2 Class As Per Iec 60034-2-1: 2007, Iec 60034-30: 2008, & Is12615:2011. With Stainless Steel Impellor, Stainless Steel Shaft, Mechanical Seal, Single/Three Phase ( 240 - 440 V ) Permanent Split Capacitor Type (Psc), Fitted With Thermal Overload Protection, Including Cost Of Hardware Etc On Existing Platform Complete. Pump Shall Have Following Hp Rating, Phase, Head, Minimum Discharge Respectively Complete In All Respect. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Certificate Before Execution. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , 2.0 Hp, 3-Ø, (6-27)Mtr, (425-100) Lpm , Supply Installation Testing and Commissioning of Contactor Oem Fabricated Dol/Star-Delta Starter Panel With Switchgear Selection As Per Type-2 Cordinatiom Chart And Made Out From 1.6 Mm Thick Powder Coated Crca Sheet, Enclosure Comprising Of Over Load Protection Relay, Short Circuit & Single Phasing Protection, Illuminated On / Off Push Buttons, Ammeter, Voltmeter, Indicating Lamps Etc. Suitable For Following Rating Motors Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure A Attached . , For Single Phase Submersible / Monoblock Pump , 2.0 Hp To 3.0 Hp (Dol Starter)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Rajasthan View Result →
39.
Public Administrative Department #10956448 AOC
Tender For Annual Plan-Proj.No.-338/26 Kottiyode Road Re-Tarring In Ward - 6-350000/--Thenkara Gp-General Civil Work - Road Re-tarring 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 3 4.9:Wet Mix MacadamProviding, 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 4 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 5 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 6 3.14:Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 7 OD305765/2025-2026: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. 8 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding 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. 9 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: May 08, 2026 Contract Value : ₹ 2.96 Lakh
Government Departments No of Bidders 2
Kerala View Result →
40.
Public Administrative Department #10908215 AOC
Tender For Annual Plan-Tnly-Project No:236/26/Paravayal Colony Road Tarring At Ward Xiv In Thirunelly Gp-500000/--General Civil Work - Tarring 2 3.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation 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. 3 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. 4 4.9:Wet Mix MacadamProviding, 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 5 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 7 75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen Rates
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 B
(II) Bitumen (S-65) 8 OD341392/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular
Contract Date: Apr 29, 2026 Contract Value : ₹ 4.23 Lakh
Government Departments No of Bidders 2
Kerala View Result →
41.
Housing Urban and Rular Development #10886175 Technical Bid
Tender for Earth Work 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 Any Lead ,Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , 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. Grading -1 Material Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , 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.Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Stone Soling Properly Hand Packed Filling Interstices With Kharanja Stone And Consolidating With Power Road Roller To The Required Gradient And Camber Including Spreading Watering And Rolling Of Binding Materials Moorum Or Earth Etc. Complete As Per Hp.Pwd Specification 100Mm Spread Thickness(Finished Work Including Materials And Labour ) With In All Leads Lifts And Technical Specifications As Per The Direction By The Engineer-In-Charge And Other Incidentals. The Rates Are Inclusive Of Octroi, Royality, Malkana, Toll Tax, Sale Tax Or Other Taxes Imposed By The Government, Including Gst. , Providing And Laying Concrete For Plain/ Reinforced Concrete In Open Foundations Complete As Per Drawing And Technical Specification Clause 802,803,1202 And 1203 (Cc 1:6:12) Within All Leads And Lift Of Materials And As Per Direction Of Engineer-In- Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Providing Concrete For Plain/ Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803,1202 And 1203 Plain Cement Concrete Grade M-20 Nominal Mix 1:2:4 With In All Leads Lifts And Technical Specifications As Per The Direction By The Engineer-In-Charge And Other Incidentals. The Rates Are Inclusive Of Octroi, Royality, Malkana, Toll Tax, Sale Tax Or Other Taxes Imposed By The Government, Including Gst.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
42.
Railways #10882327 AOC
Supply Of half bush and liner assembly for pug mill (2 items) , half bush to item no.9 as per rwf drawing no.711900310660. note: material test certificate should accompany the supply. [ warranty period: 12 months after the date of delivery ] ] , liner assembly for pug mill as per rwf drawing no: 701091610500. one set of liner plates c onsists of item no 1 = 4 no, item no 2 = 8 no, item no 3 = 2 no, item no 4 = 2 no, item no 5 = 2 no, item no 6 = 2 no, item no 7 = 2 no and item no 8 = 2 no. note: a) mtc should be accompanied along with the suppl y, b) material should be guaranteed for a minimum period of 12 months from the date of fitment or 18 mon ths from the date of supply whichever is earlier. [ warranty period: 18 months after the date of delivery ] ]
Contract Date: Apr 28, 2026 Contract Value : ₹ 45,784
Government Departments No of Bidders 1
Karnataka View Result →
43.
Railways #10870308 AOC
Supply Of liner plates for pug mill , bracket and drive end shaft (3 items) , bracket to item no.8 as per rwf drawing no.711900310660. note: material test c ertificate should accompany the supply. [ warranty period: 12 months after the date of delivery ] ] , liner plates for pug mill discharging gate as per rwf drg no: 711091610300.one set consists of item no 1 = 2no and item no 2= 4no.note: a) mtc and hardness certificate should be accompanied along with supply and b) material should be guaranteed for a period of 12 months from the date of fitment or 18 months from the date of supply whichever is earlier. [ warranty period: 18 months after the date of deliv ery ] ] , drive end shaft to item no. 1 as per rwf drawing no.711900310660. note: materia l test certificate should accompany the supply. [ warranty period: 12 months after the date of d elivery ] ]
Contract Date: Apr 28, 2026 Contract Value : ₹ 62,540
Government Departments No of Bidders 1
Karnataka View Result →
44.
Public Administrative Department #10852137 Technical Bid
Tender For Supply, Installation And Commissioning Of Machinery For Shree Saibaba I.T.I, Shirdi. Tools, Equipment, Instrument List (As Per New Syllabus -All Trade) 1) Trade- Fitter , Pipe Cutter 6 To 25Mm Wheel Type Make - Stanley/ Ingco/Taparia / Bharat /Jk , Pipe Bender Spool Type Up To 25.Mm With Stand Manually Operated Make - Beekay / Breeze /Indar/ Voltz /Stanley , Ss And Sc Centre Lathe (All Geared) With Minimum Centre Height 6/150 Mm & Center Distance 1000 Mm Along With 3, 4 Jaw Chuck, Auto Feed System, Coolant Arrangement, Lightening Lamp, Taper Turning Attachment, Safety Guard & Standard Accessories. Make - Kirloskar / Hmt / S Micrometric , Drilling Machine Pillar Sensitive 0-20 Mm Capacity With Swivel Table Motorize With Chuck & Key Make - Panchal / Skp / Eifco /Makita , Drilling Machine Bench Sensitive 0-12 Mm Capacity With Motorize With Chuck & Key Make -Panchal /Skp / Eifco / Makita , Compressor Unit:- Suitable For Pressure - 8 Bar, Delivery-50Lpm Or More, Receiver Capacity-24 Liters Or More, 250V,50 Hz, With Pressure Regulator And Water Separator Make - Fuji / Air Master/ Elgi/Ingersol Rand , Pneumatic Trainer Kit, Each Consisting Of The Following Matching Components And Accessories. Single Acting Cylinder- Max. Stroke Length 50Mm, Bore Dia 20Mm - 1 No. Make - Extreme / Genitic / Parker / Koganei , (Ii) Double Acting Cylinder - Max.Stroke Length 100Mm, Bore 20Mm, Magnetic Type - 1 No. , (Iii) 3/2 Way Valve Manually-Actuated, Normally Closed. - 2 Nos. , (Iv) 3/2- Way Valve Pneumatically-Actuated Spring Return 1 No. , (V) One Way Flow Control Valve - 02 Nos. , (Vi) 5/2-Way Valve With Manually-Operated Switch-1No. , (Vii) 5/2 Way Valve-Pneumatically Actuated Spring Returns. , Viii) 5/2 Way Pneumatic Actuated Valve Double Point-1 , (Ix) 3/2 Way Roller Lever Valve Direct Actuation Normally Closed. - 02 Nos. , (X) Shuttle Vale - 01 No. , (Xi) Two Pressure Valve (And) - 01 No. , (Xii) Pressure Gauge 0-16 Bar - 01 No. , (Xiii) Manifold With Self-Closing Nrv-6 Way - 01 No. , (Xiv) Push Button Station For Electrical Single Point With 3 Illuminated Momentary-Contact Switch (1No + 1 Nc) And 1 Illuminated Contact Switch (1No+1Nc), Contact Load 2 A.- 01 No. , (Xv) Relay Station- With 3 Relay Each With 4 Contact Set (3No + 1Nc) Or Change Over Type, 5 A. - 01 No. , (Xvi) 3/2 Way Single Solenoid Valve With Led - 01 No., , (Xvii) 5/2 Way Single Solenoid Valve With Manual Override And Led - 01 No. , (Xviii) 5/2 Way Double Solenoid Valve With Manual Override And Led - 01 No. , (Xix) Power Supply Unit - Input Voltage 85-265V Ac, Output Voltage; 24V Dc, Out Put Current-Max.4.5A., Short Circuit Proof. - 01No. , (Xx) Profile Plate, Anodized Aluminum. 1100X700Mm. With Carriers, Maintenance Of Punting Frames And Mounting Accessories (Tube Fitted On To The Pneumatic Workstation. - 01 Set , Pneu, Matic Workstation With 40 Square Mm Aluminum Profile Legs, Wooden Work Surface, And One Pedestal Drawer Unit Having 5 Drawers, Each With Handle And Individual Locks, On Metallic Full, Panel Drawer Slide , (1) Work Table Size 1200Mm (L) X900Mm (W) X900Mm. (H), With Four Custard Wheel Including Two Lockable Wheel At The Front Side. , Drawer Size - L 460 Mm X W 495Mm. X H 158Mm. Each And Overall Size Of Drawer Unit (Apex) L 470Mm X W 495Mm X H 825Mm , (3) Drawer Slide Height (Apex) 85Mm. , Carrier For Mounting Components, Such As Pb & Relay Boxes. Cut Section Model For Pneumatic Components. , Hydraulic Trainer Kit, Each Consisting Of The Following Matching Components And Accessories Make - Hitachi / /Tecno / Power Tech / Cad Mech Engineering / Equator Hydraulic , 1) Hydraulic Power Pack: - With (1) External Gear Pump Having A Delivery Rate Of 2.5 Improvement (Apex) (A) 1400 Rpm Operating Pressure 60 Bar, Coupled To A Single-Phase Ac Motor (230V Ac) Having Starter Capacitor And On/Off Switch And Overload Protection, , 2) Pressure Relief Valve Adjustable From 0-60 Bar , 3) Oil Reservoir, 5 Liters Capacity Having Sight Glass, Drain Screw, Air Filter And P And T Ports. - 01 No. , Ii) Pressure Relief Valve Pilot Operated - 01 No. , Iii) Drip Tray, Steel 1160Mmx760Mm. - 01 No. , Iv) Pressure Gauge Glycerin- Damped, Indication Range Of 0-100 Bar. - 01 No. , (V) Four-Way Distributor With Five Ports, Equipped With A Pressure Gauge. - 01 No. , (Vi) Double Acting Hydraulic Cylinder With A Control Cam, Piston Diameter 16Mm.,Piston Rod Diameter 10Mm,Stroke Length 200Mm. - 01 No. , (Vii) Suitable Weight For Vertical Loading Of Hydraulic Cylinder - 01 No. , (Viii) Mounting Kit For Weight For Realizing Pulling And Bushing Lead. - 01 No. , (Ix) 3/2 Way Directional Control Valve With Hand Lever Actuation - 01 No. , (X) 4/2 Way Directional Control Valve With Hand Lever Actuation - 01 No. , (Xi) 4/3 Way Directional Control Valve. Closed-Center Position, With Hand Lever Actuation - 01 No. , (Xii) Non Return Valve - 01 No. , (Xiii) Pilot Operated Check Valve Pilot To Open -01 No , (Xiv) One Way Flow Control Valve With Integrated Check Valve. - 01 No. , (Xv) T-Connector With Self-Sealing Coupling Nipples (2 Nos.) And Quick Coupling Socket (1 No.) - 02 Nos. , (Xvi) Profile Plate: - Anodized Aluminum, 100X700Mm With Carriers, Mounting Frames And Mounting Accessories (To Be Fitted Onto The Hydraulic Work Station. - 01 Set , Hydraulic Work Station With 40 Square Mm. Aluminum Profile Legs, Wooden Work Surface, And One Pedestal Drawer Unit Having 5 Drawers, Each With Handles And Individual Locks, On Metallic Full Panel Drawer Slide. , (1) Work Table Size (Apex) L1200Mm. X W900Mm. Xh900Mm. With Four Castor Wheel Including Two Locale Wheel At The Front Side. , Drawer Size (Apex) L460 Mm X W495Mm. X H158Mm Each, And Overall Size Of Drawer Unit (Apex). L470Mm X W495Mm. X H825Mm. , (3) Drawer Slide Height (Apex) 85Mm. Cut Section Models For Hydraulic Components. , D.C. Shunt Generator With Control Panel,2.5 Kw, 220V & 3 Phase Squirrel Cage Induction Motor, 5 Hp,440V With Control Panel & Star Delta Starter 1) Dc Generator Make - Crompton / Bharat Ele. Motor/ Kirloskar / Electronech / Power Way Systems 2) 3- Phase Induction Motor Make - 1. Crompton 2. Siemens,3. Hindustan Electric Motor. 3) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Motor-Generator (Ac To Dc) Consisting Of : Squirrel Cage Induction Motor With Star Delta Starter And Directly Coupled To Dc Shunt Generator And Switch Board Mounted With Regulator, Air Breaker, Ammeter, Voltmeter, Knife Blade Switches And Fuses, Set Complete With Case Iron And Plate, Fixing Bolts, Foundation Bolts And Flexible Coupling. Induction Motor Rating ;- 7.5 Hp, 415V, 50 Cycles, 3Phase Dc Shunt Generator Rating ;- 5Kw,440V (Output Voltage Varies 110-440V) 1) Dc Generator Make - 1. Crompton, 2. Bharat Ele. Motor, 3. Kirloskar /Abb /Siemens 2) 3- Phase Induction Motor Make - 1. Crompton 2. Siemens,3. Hindustan Electric Motor. 3) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Dc Series Motor Coupled With Control Panel Including Spring Balance Load 2.5 Kw; 220Volts 1) Dc Series Motor Make - 1. Crompton, 2. Bharat Ele. Motor, 3. Kirloskar /Abb /Siemens 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Dc Shunt Motor Control Panel Including Spring Balance Load 2.5 Kw; 220Volts 1) Dc Series Motor Make - 1. Crompton, 2. Bharat Ele. Motor, 3. Kirloskar /Abb /Siemens 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Dc Compound Motor With Control Panel Including Spring Balance Load, Starter And Switch- 2.5 Kw, 220Volts 1) Dc Compound Motor Make - 1. Crompton, 2. Bharat Ele. Motor, 3. Kirloskar /Abb /Siemens 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Motor Generator(Dc To Ac) Set Consisting Of - Shunt Motor With Starting Compensator And Switch Directly Coupled To Ac Generator With Exciter And Switch Board Mounted With Regulator, Breaker, Ammeter, Voltmeter Frequency Meter, Knife Blade Switch And Fuses Etc. Set Complete With Cast Iron Bed Plate, Fixing Bolts, Foundation Bolts And Flexible Coupling. Shunt Motor Rating: - 5Hp, 440V, A.C., Generator Rating: - 3-Phase, 4-Wire, 3 Kva, 400/230 Volts, 0.8Pf, 50Cycles. 1) Dc Shunt Motor Make - 1. Crompton, 2. Bharat Ele. Motor, 3. Kirloskar /Abb /Siemens 2) A. C. Generator Make - 1. Kirloskar 2. Crompton, 3. Siemens / Abb 3) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Ac Squirrel Cage Motor With Star Delta Starter And Triple Pole Iron Clad Switch Fuse With Mechanical Loa,5 Hp,3-Phase ,415 Volts, 50 Hz 1) Ac Squirrel Cage Motor Make - 1. Crompton, 2. Siemens, 3. Hindustan Elec. Motor /Abb / Siemens / Bbl 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Ac Phase-Wound Slip Ring Motor With Control Panel ,Starter And Switch 5 Hp, 440 V, 3-Phase, 50 Hz 1) Ac Phase-Wound Slip Ring Motor Make - 1. Crompton, 2. Siemens, 3. Havells Motor /Abb / Simens / Bbl 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard , Universal Motor With Control Panel, Starter/Switch 240 Volt, 50 Hz, 1 Hp 1) Universal Motor Make - 1. Crompton Greaves, 2. Hindustan Motor /Agni Motors / Integrated Elect Construction Of 3. Siemens / Bosch Power Tool 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Synchronous Motor With Control Panel Accessories. Like Starter, Excitation Arrangements,-3 Phase, 3 Hp, 440V, 50Hz, 4 Pole, 1) Synchronous Motor Make - 1. Kirloskar, 2. Crompton, 3. Siemens / Abb 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Thyristor /Igbt Controlled D.C. Motor Drive With Tacho-Generator Feedback Arrangement 1 Hp (Complete Set) 1)Thyristor /Igbt Controlled D.C. Motor Drive Make - 1. Crompton Greaves 2. Siemens, 3. Electro Plasto Control (Epc) /Abb / Siemens 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Thyristor / Igbt Controlled A.C. Motor Drive With Vvvf Control 3 Phase, 2 Hp (Complete Set) 1) Thyristor /Igbt Controlled A .C. Motor Drive Make - 1. Crompton Greaves 2. Siemens, 3. Electro Plasto Control (Epc) /Abb /Siemens 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Single Phase Transformer, Core Type, Air Cooled, 1 Kva , 240/415 V, 50 Hz Make - 1. Siemens India 2. Kirloskar Electric Company Ltd 3. Bharat Heavy Electrical / Technovision Energy /Servokon /Sahara , Three Phase Transformer, Shell Type, Oil Cooled With Delta / Star 3 Kva , 415/240 V, 50 Hz Make - 1. Siemens India 2. Kirloskar Electric Company Ltd 3. Bharat Heavy Electrical / Servocon / Kay Pee , Electrical Machine Trainer - Suitable For Demonstrating The Construction And Functioning Of Different Types Of Dc Machines And Ac Machines (Single Phase And Three Phase). Should Be Fitted With Friction Brake Arrangement, Dynamo Meter, Instrument Panel And Power Supply Unit. 1) Dc Machines And Ac Machines Make - 1. Crompton 2. Kirloskar, 3. Siemens / Kitek Technology /Anshuman Tech 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Diesel Generator Set With Change Over Switch, Over Current Breaker And Water/ Air-Cooled With Armature, Star-Delta Connections Ac 3 Phase, 7.5 Kva, 415 Volt Or Higher Rating Make - 1. Kirloskar 2. Cummins 3. Mahindra Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Pillar Electric Drill Machine Motorized 12-20Mm. Capacity, 1 Hp,440V,3 Phase, Induction Motor With Dol Starter, Bench Type 1) Electric Motor -1. Crompton 2. Kirloskar 3. Siemens 2) Drill Machine Piller - 1. Prakash Engitech Pvt. Ltd. 2. Sri Vigneshwara Machine Tools. 3. Yogi Machine Tools / Itco Engg/ Liberty Metal /Jeet Machine , A.C. Series Type Motor With Control Panel 1 Hp, 240 V, 50 Hz 1) A.C. Series Type Motor Make - 1. Crompton 2. Kirloskar,3. Siemens /Abb / 2) Control Panel- Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Single Phase Capacitor Motor With Control Panel , Starter Switch 1 Hp 240 Volt 50 Hz 1) Single Phase Capacitor Motor Make - 1. Crompton Greaves 2. Hindustan Motors 3. Siemens Motors / Kirloskar 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Manual Motor Coil Winding Machine - With Step Arbour Make - 1. Chawla And Chudhari Trading Co. Pvt 2. Bgi Tools And Machine 3. Shree Esha Winding Technology / Sigva / Signatt / Heaven , Ceiling Fan Coil Winding Machine - 250V,50Hz, 1- Phase With Speed Control Make - 1. Bharat Machine Tools Ind. 2. Nishan Electric 3. Jangir Engineering Work / Kisan Engg / Nilkanth Electric , Primary Current Injection Set 220V,50Hz, 1-Phase,Output Current-200A(Min) With Timer Make - 1. Sb Electro Tech. 2. Pragati Process Controls, 3. Scope T&M Pvt / Udeytaj Electric / Motwane /Kpm Engg , Stepper Motor With Digital Controller Make - 1. Ajanta Export Industries. 2. Anubhuti Power System 3. Bombay Electronics 4. Siemens 5. Schneider Elect 6. Abb , Shaded Pole Motor Fractional Hp, With Control Panel 240V 50Hz 1) Shaded Pole Motor Make - 1. Crompton Greaves 2. Hindustan Motors 3. Siemens Motors / Rexnord 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , D.C. Compound Generator With Control Panel Including Fitted Rheostat, Voltmeter, Ammeter & Breaker, 2.5 Kw, 220 V & 3 Phase Squirrel Cage Induction Motor 5 Hp, 440 V With Control Panel & Star Delta Starter. Make - Dc Compound Generator Make - 1. Crompton, 2. Bharat Ele. Motor, 3. Kirloskar / Powerol 3- Phase 1) Induction Motor Make - 1. Crompton 2. Umiya Trading Company 3. Envirotech Engineers 2) Control Panel - Control Panel Accessories, Equipment And Protecting Accessories As Per Isi Standard. , Used D.C. Generator Series, Shunt & Compound Type For Overhauling Practice. Make - 1. Crompton, 2. Bharat Ele. Motor 3. Kirloskar , Smart Meter 1- Phase - Smart Energy Meter 3 - Phase - Smart Energy Meter Make - 1.Genus Power Infrastructures Ltd 2.Hpl Electric & Power 3.Elmax India / L&T Electric , Ev Charger 3 - Phase Input Make - 1. Tata Power 2. Mahindra Electric 3. Okaya / Delta Electronic / Servotech Power System , Ev Charger (Home) 1 - Phase Input Make - 1. Tata Power 2. Mahindra Electric 3. Okaya / Delta Electronics , Work Shop Main Control Panel With Voltmeter Indicator Ammeter Indicator 1. Maintenance 125 A 440V 2. Output Main Switch - 16A - 08 , 32A - 08 63A - 02 Make - 1. Schneider Elect 2. Siemens 3.Abb 4. L& T , D C Control Panel Income - 440V Ac Output -12V ,24,110V, 240V, 440V, Dc With Indicator Voltammeter Ampire Meter Make - 1. Schneider Elect 2. Siemens 3.Abb 4. L& T , Welding Transformer With All Accessories ( 400A, Ocv 60-100 V, 60% Duty Cycle) Make - Miller / Ador / Esab / I Bell , Welding Transformer (Or) Inverter Based Welding Machine With All Accessories (300A , Ocv 60 - 100 V, 60% Duty Cycle) Miller / Ador / Esab / I Bell , D.C Annual Rate Contract Welding Rectifiers Set With All Accessories (400 A. Ocv 60 - 100 V, 60% Duty Cycle ) Make - Miller / Ador / Esab / Vigor , Gmaw Welding Machine 400A Capacity With Air Cooled Torch, Regulator, Gas Preheater, Gas Hose And Standard Accessories Miller / Ador /Esab / Kemppi , Ac/Dc Gtaw Welding Machine With Water Cooled Torch 300 A, Argon Regulator, Gas Hose, Water Circulating System And Standard Accessories. Miller /Ador / Esab / I Bell / Lincoln , Air Plasma Cutting Equipment With All Accessories, Capacity To Cut 12 Mm Clear Cut Make -Miller / Esab / Hypertherm / Rali Wolf / Technocard Plasma , Air Compressor Suitable For Above Air Plasma Cutting 15 Kw System Two Stage Compressor. 225 Ltr. Auto Cut Tank Cap. 80 -100 Psi Make -Elgi /Allas Capco / Ingersoll Rand / Premier , Auto Darkening Welding Helmet Make -L&T / Bell / Esab / Miller , Spot Welding Machine To 15 Kva With All Accessories Make - Ador / Esab/Artech / Micro Weld , Portable Gas Cutting Machine Capable Of Cutting Straight & Circular With All Accessories Make - Esab/ Pug Nm / Koike India /Ador / Pentagon , Pedestal Grinder Fitted With Coarse & Medium Grain Size Grinding & Wheel Dia-300Mm. Make -Elmaco / Bosch / Vijay Foundry Equipment , Bench Grinder Fitted With Grain Size Silicon Carbide Green Grinding Wheel Dia 150Mm Make - Elmaco / Bosch / Dewalt / Stanley Corded , Power Saw Machine 18 Hp-300 Blade Size - 450 Mm Make -Bosch / Dewalt / Hitachi / Kmi / Atlas Mochal , Portable Drilling Machine Capacity 6Mm. Make - Bosch / Dewal/ Hitachi , Oven Electrode Drying 0To 350C 10Kg Capacity Make - Ador /Arcon /Senso Heat , Die Penetrating Testing Kit. (Machine) Make - Esab / Dubi-Chek / Aerol / Magnaflux , Magnetic Particle Testing Kit. Make -Esab / Canmay /Mag Flux / Magnaflux / Magkraft , Wedding Simulators For Smaw,Gtaw,Gman (Optional) Make - Krb Electronic Soln Rewabsi / Simbott , Water Cooled Induction Welding/ Brazing Machine 200-250 Amp., Induction Coil Length 3 Inch And 2.5 Inch Make - Esab /Micro Tech Induction /Foster Induction /Vel I Braze Snapet / Welding World , Plastic Welding Machine With Hot Air Gun Temp. Display, Variable Temp., Pe, Pp& Pvc Sheet Or Pipe Welding Control With Stand. Accessories. Make - Esab / Leister / New Vimco Ltd /Ajanta Ultra Plast / I Bell / Vormik Vr/Branson Ultrascnies , Ag4 Grinder 100 Mm Dia Make - Dewalt / Bosch /Jk Supper / Metabo , Portable Abrasive Cut Off Machine 107 Mm Dia Make - Dewalt / Bosch / Ingco Hikoki /Mangalam / Century / Emboro , Hand Shearing Machine Cp Cut 6 Mm Sheet & Flat Make - Shakti / Vmt/ M.S. Machine Tools/Tl Pathak Group , Laser Cutting Machine Portable 50 Mm Laser Make - Esab / Toumf / Amada / Parag Weld Algo Laser/ Auto Mstack/Crealrty , Lathe S.S. & S.C. (All Geared Head Stock) With Minimum Specification As: 150Mm Centre Height To Admit 750Mm Between Centres, Machine To Be Motorized And Supplied With Coolant Installation, 4-Jaw Independent Chuck 150Mm., 3-Jaw Self-Cantering Chuck 150Mm. Fixed Steady, Travelling Study, Face Plate, Driving Plate, 4 Way Tool Post, Quick Change Gear Box For Metric Or British Threads, Live And Dead Centre With Taper Turning Attachment Motor Capacity 5.5 Kw. Mt 2 Revolving Centre Qty.2 No. Make - Kirloskar /Hmt/ S Micrometric , Lathe Tool Room S.S. & S.C. . . . (All Geared Head Stock) With Minimum Specification As : 150Mm Center Height, 1000Mm Between Centers, Machine To Be Motorized And Supplied With Coolant Installation, 4-Jaw Independent Chuck 250Mm.,3-Jaw Self-Cantering Chuck 150Mm. Fixed Steady, Traveling Steady, Face Plate, Driving Plate 1-Way Tool Post, Draw In Type Collets Set Up To 25 Mm, 0.5 Mm Relieving Attachment Motor Capacity 5.5 Kw. Mt 2 Revolving Centre Qty.2 No. Make - Kirloskar / Hmt / S Micrometric , Grinding Machine Pedestal Type D.E.200Mm. Dia. Wheel With Wheel Guard And Vision, Motor Capacity - 0.75 Kw. Make - Elmaco / Bosch / Ingco , Cnc Lathe/Cnc Turn Centre Make - Bfw / Moriseiki / Makino , 1) Machine Capacity A. Swing Over Bed - 350 Mm Or Higher B. Turning Diameter - 135 Mm Or Higher C. Distance Between Centers - 250 Mm Or Higher D. Maximum Turning Length - 200 Mm Or Higher E. Slant Angle (Bed Or Saddle) -30 Degrees To Horizontal Or Higher F. Cast Iron Grade For Bed And Saddle - Grade 25 Or Equivalent G. Machine Weight Net - 1500 Kg Or Higher , 2) Spindle A. Spindle Nose -A2-4 / A2-5 B. Bore Through Spindle - 35Mm Or Higher C. Maximum Spindle Speed - 4000 Rpm Or Higher D. Spindle Power, Continuous - 3.7 Kw Or Higher E. Minimum Spindle Speed @ Full Power - 1200 Rpm, Or Lower F. Type Of Drive - Ac Servo Spindle Motor (Digital) G. Chuck Size -135 Mm Or Higher. Chuck Type H.3-Jaw Hydraulic, Hydraulic Power Operated I. Spindle Bearing Class - P4 Class J. Front Bearing Dia. (Id) - 60 Mm Or Higher , 3) Axes A. X - Axis Travel - 100 Mm Or Higher B. Z - Axis Travel -200 Mm Or Higher C. Programmable Feed Rate- X & Z -10 - 10000 Mm/Min D. Minimum Programmable Command -X & Z - 0.001 Mm E. Rapid Traverse - X & Z - 20 M/Min Or Higher F. Type Of Drive - X & Z - Ac Servo Motor G. Motor Torque - Z Axis - 3Nm Or Higher H. Motor Torque - X Axis - 3Nm Or Higher With Brake I. Ball Screw - Z & X Axes (Diameter X Pitch) - 25 X 10 Mm Or Higher J. Ball Screw Finish - Z & X Axes - Hardened And Ground K. Ball Screw Class- Z & X Axes - Pre-Loaded With C3 Or Better L. Guide Way Type - Z & X Axes - Antifriction Linear Motion Guide Way M. Guide Way Size - Z & X Axes - 25Mm Or Higher N. Guide Way Precision - Z & X Axes - P Class , 4) Turret A. Bi-Directional Tool Turret - Electromechanical/Servo/Hydraulic B. No. Of Tools - 8 Nos. Or Higher C. Tool Shank Size - 20 X 20 Mm Or Higher D. Maximum Boring Bar Diameter - 25 Mm Or Higher , 5) Tail Stock A. Quill Diameter - 65 Mm Or Higher B. Quill Stroke - 70 Mm Or Higher C. Quill Taper- Mt-4 Or Higher D. Quill Actuation - Hydraulic E. Tail Stock Base Travel Manual - 150 Mm Or Higher F. Thrust (Adjustable) - 300 Kg For Higher , 6) Coolant/Lubrication/Hydraulic A. Coolant Tank Capacity - 100 Liters Or Higher B. Coolant Pump Motor - 0.37 Kw C. Coolant Pump Out Put - 20 Lpm Or Higher D. Lubrication Type - Automatic Centralized Lubrication E. Lubrication Tank Capacity 3 Liter Or Higher F. Hydraulic Pump Discharge - 8 Lpm Or Higher G. Hydraulic Tank Capacity - 30 Liters Or Higher H. Hydraulic System Pressure Maximum -30 Bar Or Higher , 7) Accuracy As Per Iso 230-2 A. Positioning Accuracy X & Z Axes - 0.012Mm B. Repeatability X & Z Axes - ± 0.007Mm C. Geometrical Alignment - Iso 13041-Part 1 D. Accuracy Of Finish Test Piece - Iso 13041-Part 6 , 8) Cnc System A. Control System - Fanuc / Siemens B. System Resolution - 0.001 Mm C. Motors & Drives - Compatible With Cnc Controllers Mentioned Above D. Tool Number Display - On Machine Operator Panel E. Machine Control Panel - Feed Rate, Spindle Speed Override Knob F. Mpg (Manual Pulse Generator) - On Machine Operator Panel G. Cnc Features - Graphic Simulation, Programming Help, Tool Offsets, Mdi, Absolute/ Incremental Positioning, Pitch Error Compensation , 9) Power Source A. Mains Supply (± 10 %) - 415 V, 3 Ph., 50Hz B. Total Connected Load Requirement - Approx. 15 Kva , 10) Standard Equipment A. Voltage Stabilizer 15 Kva B. Air Conditioning Unit For Electrical Cabinet - 1 No. Backup Cd For Plc Ladder Logic - 1 No. D. Machine Lighting - 1 No. E. Levelling Pads And Jacking Screws - 4 No. F. Operation Manual - 1 No. G. Maintenance Manual - 1 No. H. Installation Kit - 1 No. I. Maintenance Tool Kit - 1 No. J. 6 Rack Trolley (Size 25X22X45) With Lock - 1 No. K. Machine Guarding With Safety Compliance - 1 No. , 11) Makes Of Critical Machine Tool Components A. Linear Motion Guide Ways - Hiwin/Thk/Pmi/Star B. Ball Screws - Hiwin/Thk/Tsubaki/Pmi/Star/Hmt/Nsk C. Spindle Bearings - Rhp/Nsk/Fag/Skf/Nrb D. Turret - Pragati/Baruffaldi/Sauter/Duplomatic E. Hydraulic Chuck & Cylinder - Gmt/ Kitagawa / Airtech /Pragati / Rohm F. Hydraulic Power Pack - Yuken/Fluid/Rexroth G. Panel Ac - Werner Finley/Rittal/Lextecnoid H. Stabilizer - Neel/Servomax /Consul/Farmax/Equivalent I. Lubrication- Cenlube/Dropco/Equivalent J. Coolant Pump - Rajamane/Grundfos K. Cutting Tools And Holders - Sandvik/Taegutec/ Kennametal /Seco/Iscar/Mitsub Ishi , 12) Cutting Tools & Tool Holders 1. External Turning Holder, Insert Type, Mwlnl - Holder 4Qty. (Insert Wnmg 40 Nos.) 2. External Turning Holder, Insert Type, Mvjnl - Holder 4Qty. (Insert Vnmg 20 Nos.) 3. External Turning Holder, Insert Type, Pdjnr - Holder 4Qty. (Insert Dnmg 20 Nos.) 4. Threading Holder - External, Lh - Holder 4Qty. (Insert 0.5 To 2 30 Nos.) 5. Threading Holder - Internal, Lh - Holder 4Qty. (Insert 0.5 To 2 30 Nos.) 6. Grooving Holder External, Lh - Holder 4Qty. (Insert 3Mm 30 Nos.) 7. Grooving Holder Internal, Lh - Holder 4Qty. (Insert 3Mm 30 Nos.) 8. Parting Off Holder For Insert Width 2 Mm, Lh - Holder 4Qty. (Insert 2Mm 30 Nos.) 9. Boring Holder Sclcl For Minimum Bore Dia. 12Mm - Holder 4Qty. (Insert Wcmt 60 Nos.) 10. Boring Holder Sclcl For Minimum Bore Dia. 16 Mm - Holder 4Qty. (Insert Ccmt 60 Nos.) 11. Internal Grooving Holder Lh, For Minimum Bore Dia. 12 Mm - Holder 4Qty. (Insert 2Mm 30 Nos.) 12. Internal Threading Holder Lh, For Minimum Bore Dia. 12 Mm - Holder 4Qty. (Insert W Mm 30 Nos.) 13. Insert Drill 12.7 Mm - Holder 4Qty. (Insert Suitable 30 Sets.) 14. Reducing Sleeves For Internal Holders - Dia 12 And 16 Mm - 2 Sets 15. Centre Drill Hss A 2.5 X 6.3 - 6 Qty. 16. Twist Drill Hss Straight Shank, Dia 6,8,10,12 Mm - 6 Sets 17. Collets Suitable For The Above Drills - 2 Sets 18. Collet Holder - 4 Nos. 19. Boring Bar Holder - 3 Nos C.N.C Lathe Machine With Accessories. 1. D- List Of Additional Machines, Tools And Equipment For Cnc Turn Center : D) Digimatic Electronic Vernier Caliper 200 Mm. - 2 Nos. E) Digimatic Electronic Outside Micro Meter (0 To 25 Mm & 25 To 50 Mm) Lc 0.001 Mm. - 1 Nos Each. , Desktop Computers Compatible To Run Simulation Software With Lan Facility. Dell / Lenovo / Hp Specification - Cpu - 64 Bit I7 Or Latest Processor Speed - 3Ghz Or Higher Ram 12 Gb Ddr - Iii Or Higher, Wi-Fi Enabled. Network Card - Integrated Gigabit Ethernet, With Usb Mouse, Usb Keyboard And Monitor (Min. 21 Inch.) Licensed Operating System And Antivirus Compatible With Trade Related Software. 01 Tb Hard Disk Nvidia Graphic Card , Ss And Sc Centre Lathe (All Geared) With Minimum Specification As: Centre Height 150 Mm And Centre Distance 750Mm Along With 4 Jaw Chuck, Self-Centering Chuck, Auto Feed System, Safety Guard, Motorized Coolant System And Lighting Arrangement, Set Of Lathe Tools, Lathe Carriers Make - Kirloskar /Hmt/ S Micrometric , Pillar Drill Machine (All Geared) 0-25Mm Drill Holding Capacity With Drill Chuck & Keys. Make - Ifco/ Skp / Energi , Cylindrical External Grinding Machine Fully Motorized With Dressing Arrangement And Supplied With Face Plates And Driving Dogs, 3 Jaw Self-Centering Chuck,4 Jaw Independent Chuck, Tail Stock Assorted Center Pump With Tank And Pipe Fittings Spanners And Grease Gun (Each Machine To Be Supplied With Assorted Grinding Machine For General Purpose Work With Internal Grinding Attachment) With Minimum Specification As: To Accommodate 750Mm Job With Center Height 150Mm. Wheel Diameter X Width=300X25Mm Make - Hmt-K 130 U / S-Micrometic / Hi Life , Radial Drilling Machine 32Mm Diameter With Std. Accessories. Drill Chuck & Plain Machine Vice 250 Mm Make - Hmt / Bfw / Batliboi , Lathe Tool Room S.S. & S.C. . . . (All Geared Head Stock) With Minimum Specification As : 150Mm Center Height, 1000Mm Long With 3-Jaw, 4-Jaw Chuck Auto Feed System, Taper Turning Attachment, Coolant Pump, Safety Guard, And Machine Light Arrangement. Make - Kirloskar / Hmt / S Micrometric , Rockwell Hardness Testing Machine Digital Type With Standard Accessories / Digital Type Make - Mitutoyo/ Sagar/ Sinowon / Saroj / Sai Dro , Profile Projector (5 Micron) Re Solution 0.001Mm Projection Scream - Effective Diameter 300 Mm, Rotation Angle: +/- 360 Degree Angle Reading - 0.01 Degree Or 1 (Commutative) Projection Lens - 10 X Lens Group (Standard Arrangement) 20X50X100 X Is Set As On Option. Measuring Range - 200X200 Mm Quickly Move X, Y Axes, Power : 220 Vac Make - Mitutoyo / Nicon / Metzer , Co-Ordinate Measuring Machine (5 Micron) Measuring Range 500X700X500Mm Make - Nicon / Mitutoyo / Devine Technology , Fly Press (Any Model Minimum 12 Tons Capacity) Make - Taj Enterprises / Bharat Machinery And Spares / Orient Machine Tool , Power Press M/C (Hydraulic) Minimum 02 Tons Capacity Standard And Required Optional Accessories Make - Foreman / Amino / Omkar Enterprises , Auto Cad & Cam Latest Version - For Training Purpose Make - Autodesk , Solid Works / Any Latest - Latest Version - For Training Purpose Make - Dassasult System Solid Work Corporation , Smart Touch Screen Panel For Smart Class Room (65) Usb Connector, Led Interactive Pen, Mounting, Users Manual Electronics File Make - Samsung / Smart Guru / Vincon System , Multimedia Based Simulator For Cnc Technology & Interactive Cnc Part Programming Software For Turning & Milling With Virtual Machine. Operation & Simulation Using Popular Operation. Control System Such As Fanuc, Siemens, Etc. (Web-Based Or Licensed Based.) - For Training Purpose Make - Cad Mech / Indiasoft / Fanuc / Krb Electronic Solution , Cnc Vertical Machining Centre With Std. Accessories Make - Bfw / Moriseiki / Makino Specification , 1) Machine Capacity A)Table Size - 500X250 Or Higher Mm B) Max. Load On Table 150 Or Higher C)T Slot Dimension (N X W X P) Mm 3X14X100 Or Higher D)Table Height From Floor 800 ~ 900 Mm E) Cast Iron Grade For Bed And Saddle Grade 25 Or Equivalent F)Machine Net Weight 1500 Or Higher Kg , 2) Spindle A) Spindle Nose Bt30 B) Minimum Distance (Spindle Nose To Table)100 - 150 Mm D) Maximum Spindle Speed 6000 Or Higher Rpm E) Spindle Power, Continuous 3.7 Or Higher Kw F) Type Of Drive Ac Servo Spindle Motor (Digital) G) Spindle Bearing Class P4 H) Front Bearing Dia. (Id) 50 Or Higher Mm , 3) Axes A) X - Axis Travel 300 Or Higher Mm B) Y - Axis Travel 250 Or Higher Mm C) Z - Axis Travel 250 Or Higher Mm D) Rapid Traverse - X/Y/Z 20/20/20 Or Higher M/Min E) Minimum Programmable Command X/Y/ Z - 0.001 Mm F) Programmable Feed Range - X, Y & Z Axes 10 - 10000 Mm/Min G) Type Of Drive Ac Servo Motor H) Motor Torque - X & Y Axes 3 Or Higher Nm I) Motor Torque - Z Axis 6 Or Higher With Brake Nm J) Ball Screw - X,Y& Z Axes (Diameter X Pitch) 25 X 10 Or Higher Mm K) Ball Screw Finish - X, Y & Z Axes Ground And Hardened L) Ball Screw Class - X, Y & Z Axes Pre-Loaded With C3 Or Better M) Guide Ways - X, Y & Z Axes Antifriction Linear Motion Guide Way N) Guide Ways Size - X, Y & Z Axes 25 Or Higher Mm O) Guide Way Precision - X, Y, & Z Axes P Class , 4) Automatic Tool Changer A) Number Of Tool Pockets 8 Or Higher Nos B) Max Tool Diameter 80 Or Higher Mm C) Tool Selection Bi-Directional D) Tool Shank Type Bt30 E) Tool Weight Max 2.5 For Bt30 F) Tool Length Max 100 ~150 For Bt30 G) Tool Change Time (Chip To Chip) 5 Or Lower Sec H) Tool Clamp & Unclamp Disc Spring & Hydro-Pneumatic , 5) Accuracy As Per Iso 230-2 A) Positioning Accuracy For X,Y & Z Axes 0.012 Mm B) Repeatability For X,Y & Z Axes ±0.007 Mm C) Geometrical Alignment Iso 10791-Part 1 D) Accuracy Of Finish Test Piece Iso 10791-Part 7 , 6) Cnc System A) Control System - Fanuc B) Motors & Drives Compatible With Cnc Controllers As Mentioned Above C) System Resolution 0.001 Mm D) Tool Number Display On Machine Operator Panel E) Machine Control Panel Feed Rate, Spindle Speed Override Knob F) Mpg (Manual Pulse Generator) On Machine Operator Panel G) Cnc Features Graphic Simulation, Programming Help, Tool Offsets Mdi, Absolute/Incremental Positioning, Pitch Error Compensation , 7) Coolant/Lubrication A) Coolant Tank Capacity 100 Or Higher Litres B) Coolant Pump Motor 0.37 Kw C) Coolant Pump Output 20 Or Higher L Pm D) Lubrication Type Automatic Centralized Lubrication E) Lubrication Tank Capacity 3 Or Higher Liters , 8) Air Compressor For Tool Unclamp A) Compressor Type Screw Type With Dryer, Filter & Air Receiver B) Tank Capacity 200 Or Higher Liters C) Air Flow 10 Or Higher Cfm D) Pressure 7 Max. Bar , 9) Power Source A) Mains Supply (± 10 %) 415 V, 3 Ph., 50Hz B) Total Connected Load Requirement Approx. 15 Kva , 10) Standard Equipment A) Voltage Stabilizer 15 Kva B) Air Conditioning Unit For Electrical Cabinet As Required C) Backup Cd For Plc Ladder Logic 1 No. D) Machine Lightning 1 No. E) Levelling Pads And Jacking Screws 4 Nos. F) Operation Manual 1 No. G) Maintenance Manual 1 No. H) Installation Kit 1 No. I) Maintenance Tool Kit 1 No. J) 6 Rack Tool Trolley (Size 25X22X45) With Lock 1 No. H) Machine Guarding With Safety Compliance 1 No. , 11) Makes Of Critical Components A) Lm Guide Ways - Hiwin/Thk/Pmi/Star B) Ball Screws - Hiwin/Thk/Tsubaki/Pmi/Star/Hmt/Nsk C) Spindle Bearings - Rhp/Nsk/Fag/Skf/Nrb D) Atc - Pragati/Gifu E) Panel Ac - Werner Finley/Rittal/Lextecnoid F) Stabilizer - Neel/Se Rvomax/Consul/Farmax G) Lubrication - Cenlube/Dropco H) Coolant Pump - Rajamane/Gru Ndfos I) Cutting Tools And Holders - Sandvik/Taegutec/Ken Nametal/Seco/Mitsubishi J) Air Compressor (Capacity: 6 Kg/Cm2 - 300 Godrej/Elgi/Kaeser/Atlascopco L Pm Min.) , 12) Cutting Tools & Tool Holders (For Bt30 As Per Machine Supplied) A. Face Mill 45 Degree 63 Mm. Insert Type - 4 No. Suitable Inserts - 15 No. B. Face Mill Square Shoulder 50 Mm. Insert Type - 4No. Suitable Inserts - 15 No. C. Twist Drill Hss Straight Shank 6, 6.7, 8.5, 9.7 - 4 No. D. Spot Drill Carbide, Dia. 8 Mm X 90° - 4 No. Suitable Inserts - 60 No. E. Drill Insert Type - 16 Mm - 4 No. Suitable Inserts - 30 No. F. Solid Carbide Twist Drill Straight Shank - 8 Mm - 4 No. G. Solid Carbide End Mill Straight Shank - 10, 12 Mm Dia. - 4 No. H. End Mill Insert Type Straight Shank - 16 Mm Dia. - 4 No. Suitable Inserts - 30 No. I. Machine Taps Hss - M8, M10 - 4 No. J. Solid Carbide Reamer Straight Shank - 10 Mm - 4 No. K. Finish Boring Bar Dia. 20 To 25 Mm- 3 No. Suitable Inserts - 30 No L. Holder For Face Mills (Adapter) - 4 No. Suitable Incert - 60 Nos. M. Collets For Above Drills, Reamers, End Mills - 02 Sets N. Collet Holder Suitable For Collets - 4 No. O. Side Lock Holder For 16 Mm Insert Drill - 2 No. P. Machine Vice 0-150 Mm Range - Mechanical Type - 1 No. Q. C Spanner For Tightening Tools In Holder - 2 No. R. Magnetic Dial Stand - 2 No. S. Mallet - 02 No. T. Tap Wrench - 2 No. U. Hands Tools Set ( Spanners, Allen Keys, Etc.,) - 1 Box V. T Nuts, Strap Clamps, Clamping Nuts And Studs - 2 Set , Three / Four Door Refrigerator (Inverter Type) Specification - 300 Liter With Hc-600 A Gas. (1 Each) Make - Godrej / Whirlpool / Lg , Core Drill Machine Specification - Up To 2 To 2.5 Hammer Chiseling Bit 1500 Watt Make - Crompton / Power Hours / Bosch , Duct Able Split A/C Reciprocating Compressor Specification - Cap 1.5 Ton With R-22 Evapora(4 Copper) Make - Blue Star / Voltas / Daikin , Recovery Unit With Cylinders Specification - Cfc-Hfc,Hcfc, - 1 Each Cylinders Make - Trust Hal / Robin Air Rg-3 / Rishabh Enterprises , Decibel Meter 03 To 100 Db Make - Cadrim / Bosch / Generc , Descaling Pump Set With Stainless Steel Impeller And Accessories (1/2 Hp) Make - Bosch / Crompton / Robin Air , Fan Coil Unit With Water Valves Specification - 2 Way & 3 Way Valves (02 Ton) Make - Nutech Zeco / Blue Star / Voltas , Circulating Water Pump 0.5 Hp With Stainless Steel, Tank Capacity Inlet/Outlet Provision Make - Sharp / Lubi / Crompton , Water Cooler Storage Type Hfc-134A Specification - 200 Litter Reciprocating Compressor. Make - Blue Star /Voltas / Usha , Package A/C Air Cooled Type With Open Type Reciprocating Compressor Fins Type Condenser (05 Ton) Make - Blue Star / Voltas / Daikin , Bus A/C Tutorial Model Make - Estern Air / Tata Motors / Cool Ways. Ltd , Automatic Ice Coober Machine Specification - 5 Kg/Hr., Ice Cube - Material Stainless Steel Make - Godrej / Voltas / Blue Star , Walk In Cooler Puf Insulated Cold Room Specification - 01 Ton, 6X5X8 Foot, Cold Room Temp - 0 To 5° C Degree. Air Cooled Evaporator & Condenser Copper Tubing. Make - Unicool / Blue Star / Voltas , Shell Tube Type Dx Chiller Specification - 5 Ton Material - Copper Tubing Only Make - Voltas / Blue Star / Carrier
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Trust & NGO No of Bidders 3
Maharashtra View Result →
45.
Defence #10841202 AOC
Tender For Earth Work In Excavation Of All Kinds Of Soil By Mechanical Means (Hydraulic Excavator) / Manual Means, Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width, Or 10 Sqm On Plan), Including Getting Out The Excavated Earth With Lead Up To 50 M And Lift Up To 1.5 M, As Directed By The Engineer-In-Charge. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Depth Not Exceeding 1.5 M, Width Not Exceeding 1.5 M, Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil Within A Lead Of 50 M, For All Kinds Of Soil, Complete All As Specified And As Directed By The Engineer-In-Charge. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Depth Not Exceeding 1.5 M, Width Not Exceeding 1.5 M, Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil Within A Lead Of 50 M, For Soft/ Disintegrated Or Ordinary Rock, Complete All As Specified And As Directed By The Engineer-In-Charge. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Width Not Exceeding 1.5 M Or 10 Sqm On Plan), For Depth Exceeding 1.5 M But Not Exceeding 3.0 M, Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil Within A Lead Of 50 M, For All Kinds Of Soil, Complete All As Specified And As Directed By The Engineer-In-Charge. , Rolling And Consolidating Formation Surfaces With Power Roller Of 8 To 12 Tonne Capacity, Including Watering, Consolidating To The Required Level, Gradient And Camber, Filling In Hollows And Depressions During The Process, Complete As Specified And As Directed By The Engineer-In-Charge , M & L For Moorum Filling In Floors Or Paving, Laid In Layers Not Exceeding 15 Cm In Thickness, Spread, Levelled And Rammed, Including Watering, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For 150 Mm Thick Hard Core Of Broken Stone Or Boulders, Gauge Not Exceeding 63 Mm, Deposited, Spread And Levelled In Layers Not Exceeding 15 Cm Thick, Watered And Rammed To A True Surface, Complete All As Specified And As Directed. , M & L For Laying And Compacting 200 Mm Thick (Compacted Thickness) Granular Sub Base (Gsb), Grading-I As Per Table 400-1 Of Morth Specifications, Laid In Two Layers, Spread By Mechanical Paver, Rolled And Compacted To Required Gradient And Camber With 8 To 10 Tonne Power Roller And Vibratory Roller, Complete As Per Morth Specification Clause 401, Including All Tools, Plant And Machinery, Complete All As Specified And As Directed. , M & L For Laying And Compacting 150 Mm Thick (Compacted Thickness) Wet Mix Macadam (Wmm), Laid In Two Layers As Per Morth Specification (Table 400-11), Using Crusher Broken Graded Stone Aggregate (Basalt/Trap/Granite), Premixed With Water At Omc In Mechanical Mixer (Pug Mill), Including Carriage Of Mixed Material To Site By Tippers, Laid In Uniform Layers Over Prepared Sub-Base/Base Course And Rolled And Compacted To Required Gradient And Camber With 8 To 10 Tonne Power Vibratory Roller To Achieve Specified Density, Complete As Per Morth Specification Clause 406, Including All Materials, Labour, Plant And Machinery, Lighting, Guarding And Maintenance Of Diversion, Complete All As Specified And As Directed. , M & L For 100 Mm Thick Plain Cement Concrete (Pcc) 1:4:8, Type B-2 (Using 40 Mm Graded Stone Aggregate) In Sub-Base For Hard Standing, Complete All As Specified And As Directed. , M & L For Cement Concrete Pavement / Hard Standing Of Flexural Strength 40 Kg/Cm² At 28 Days, Using Not Less Than 400 Kg Cement Per Cubic Metre Of Concrete, Laid To Thickness Not Exceeding 25 Cm, Machine Laid With Self-Propelled Slip-Form Concrete Paver Having Minimum Paving Width Of 6.0 M In A Single Pass, Equipped With Automatic Grade And Alignment Control And Internal Vibrators (Minimum 3500 Impulses Per Minute), Including Finishing And Curing, Complete All As Specified And Directed. , M & L For Finishing The Surface Of Concrete Roads, Pavements, Etc., By Brooming, Complete All As Specified And As Directed By The Engineer-In-Charge. , M&L Forming 12Mm Thick Expansion Joint For Thickness Of Concrete Slab 150 Mm, Filled With Pre -Formed Bituminous Filler Board And Top 30Mm Primed And Sealed With Compound Grade A, Complete All As Specified. , M&L Forming Construction (Dummy) Joint 65 Mm Deep X 10 Mm Wide Filled With Sealling Compound, Grade A, Complete All As Specified. , M&L Forming Construction Joint 30 Mm Deep X 10 Mm Wide Filled With Sealling Compound, Grade A, Complete All As Specified. , M & L For Plain Cement Concrete (Pcc) 1:4:8, Type D-2, Using 40 Mm Graded Stone Aggregate, In Foundation Filling And Mass Concreting, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For Reinforced Cement Concrete Of Grade M-25 (Design Mix) Using 20 Mm Graded Stone Aggregate, In Foundations Including Rafts, Footings, Foundation Beams, Plinth Beams, Bases For Columns, Coping Beams, Bands, Basement Slabs, Under-Reamed Piles, And Mass Concrete, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For Reinforced Cement Concrete Of Grade M-25 (Design Mix) Using 20 Mm Graded Stone Aggregate, For Beams, Cantilevers, Lintels, Columns, Pillars, Piers, Posts, Struts, Chullah Hoods, Staircases, Arches, Domes, Vaults, Shell Roofs, Arch Ribs, Folded Plates, Slabs, Balconies, Canopies, Deck Slabs, Or Similar Structural Elements Up To The 5Th Floor Level, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For Brick Work With Fly Ash Old Size Bricks, Straight Or Curved On Plan (Except Curves Of Radius Less Than 6 M), Built In Cement Mortar 1:6, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For Formwork To Sides Of Concrete Foundations, Footings, Bases Of Columns, Plinth Beams, For Rough Finished Surfaces Of Concrete, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For Formwork To Sides Of Pillars, Posts, Struts, Columns, Stanchions, Etc., For Rough Finished Surfaces Of Concrete, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For Formwork For Rough Finished Surfaces Of Concrete Edges, Concrete Flats, Treads, Breaks In Floors, Window Sills, Concrete Openings In Walls, Floors And Roofs And Sides Of Rcc/Pcc Bands In Walls, Horizontal Or Sloping, And Similar Work Exceeding 20 Cm In Width, Complete All As Specified And As Directed By The Engineer-In-Charge , M & L For Steel Reinforcement Using Tmt Bars (Fe 500D/Fe 550D) 10 Mm Dia And Above, Cut To Length, Bent To Shape (Including Cranking, Bending, And Hooking Of Ends), Bound With Mild Steel Annealed Wire Not Less Than 0.9 Mm Dia, Complete All As Specified And As Directed By The Engineer-In-Charge , M & L For Steel Reinforcement Using Tmt Bars (Fe 500D/Fe 550D) 8 Mm Dia And Above Up To And Including 10 Mm Dia, Used In Stirrups, Cut To Length, Bent To Shape (Including Cranking, Bending, And Hooking Of Ends), Bound With Mild Steel Annealed Wire Not Less Than 0.9 Mm Dia, Complete All As Specified And As Directed By The Engineer-In-Charge , Supply And Fixing Of Angle Iron Independently With Web And Flanges, Cut To Shape, Drilled And Countersunk For Screws, Including Bending And Welding Of Angles Without Connecting Plate As Bracket, Conforming To Fe-290 Grade E-165, Complete All As Specified And As Directed By The Engineer-In-Charge. , Supply And Fixing Of Galvanized 2-Strand Steel Barbed Wire, 2.24 Mm Dia With 2 Mm Dia Barbs At 75 Mm Spacing, Straining And Fixing To Any Type Of Standard Rails Using Straining Bolts, Including Securing Or Tying At Crossings With Provision Of Galvanized Mild Steel Wire, Staples, Steel Pins, Etc. (Each Line Wire To Be Measured), Complete All As Specified And As Directed By The Engineer-In-Charge. , Providing And Fixing Concertina Coil Fencing With Punched Tape Concertina Coil Of 610 Mm Dia, Having 50 Turns And Stretched To Cover 5-7 M Length, Weighing Approximately 8.75 Kg ± 5%, Fixed On Existing Angle Iron Y-Shape Posts, Including Necessary Clips Or Wires Tied To Galvanized Barbed Wire, Complete All As Specified And As Directed By The Engineer-In-Charge. , Supply And Fixing Of Fabricated Steel Work Such As Grills, Gratings, Etc., With Ends Of Bars Shouldered And/Or Riveted, Guard Bars Conforming To Fe-290 Grade E-165, Complete All As Specified And As Directed By The Engineer-In-Charge. , M&L Rendering 10 Mm Thick On Fair Faces Of Brick Work Or Concrete Surfaces In Cement Mortar 1:4, Finished Even And Fair, Complete All As Specified. , M & L For Preparation Of Surface Of Steel Or Concrete And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer, For Surfaces Not Exceeding 10 Cm In Width Or Girth, Complete All As Specified And As Directed By The Engineer-In-Charge. , M & L For Preparation Of Plastered Surface Of Walls And Applying Two Coats Of Cement-Based Paint Over A Coat Of Primer, Complete All As Specified And As Directed By The Engineer-In-Charge. , Supply Only Of Pvc Pipes Of 110 Mm Dia And Fixing In Walls, Complete All As Specified And As Directed By The Engineer-In-Charge. , Returning And Filling In, Including Spreading, Leveling, Watering, And Well Ramming In Layers Not Exceeding 25 Cm, Complete All As Specified And As Directed By The Engineer-In-Charge. , Removing Excavated Material (Soil) With Lead Exceeding 250 M But Not Exceeding 500 M And Depositing At A Level Not Exceeding 1.5 M Above The Starting Point, Complete All As Specified And As Directed By The Engineer-In-Charge. , Removing Excavated Soil With A Lead Exceeding 50 M But Not Exceeding 250M And Depositing Where Directed At A Level Not Exceeding 1.5 M Above The Starting Point, For All Kinds Of Soil, Complete All As Specified And As Directed By The Engineer-In-Charge. , Removing Excavated Rock With A Lead Exceeding 50 M But Not Exceeding 250M And Depositing Where Directed At A Level Not Exceeding 1.5 M Above The Starting Point, Complete All As Specified And As Directed By The Engineer-In-Charge
Contract Date: May 06, 2026 Contract Value : ₹ 9.47 Crore
Statutory Bodies & Commissions/Committees No of Bidders 11
Maharashtra View Result →
46.
Housing Urban and Rular Development #10784840 Price Bid
Tender For Construction Of Bridge On Kivarali Pandoori Road - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means.In area of non-thorny jungle 2 Supply& Fixing of flood gauge (water Gauge) as per I.R.C. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 M. long. 3 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soil Depth upto 3 metre 4 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soilDepth above 3 metre & upto 6 metre 5 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. in soft rockBy blasting including blasting material 6 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.: P.C.C. grade M15 7 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any levelR.C.C. grade M35 8 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged.TMT Steel reinforcement 9 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRTH specificationClause 2204.6 & 2504.2.2 10 Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6. Granular material 11 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork .R.C.C. grade M35 upto 5 metre height. 12 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork .R.C.C. grade M35 upto 5 metre height. R.C.C. grade M35 above 5 metre & upto 10 metre height 13 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork .R.C.C. grade M35 above 5 metre & upto 10 metre height. 14 Supplying, fitting and placing reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged.TMT Steel reinforcement 15 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 16 Structural Cement concretefor reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as perDesign mix MoRTH Specification 1500 & 1700. M 35 grade solid slab superstructure 17 Providing and laying steel reinforcement at superstructure complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged.The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged.TMT Steel reinforcement. 18 Providing and laying Expansion Joint complete as per drawing and technical specification.With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600.Providing and fixing 20mm thick compressible fibre board in expansion joint complete. 19 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 20 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704.Nominal mix (1:2.5:5) 21 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects. for Grading-II(13 mm nominal size) Bitumen (VG-30) 22 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30).Grading - II (26.50 mm (Nominal Size)) 23 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRTH Specification Clause 503. 24 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502. 25 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead. 26 Granular Sub-Base with Close Graded Material (Table:- 400-1).Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. for Grading- III material 27 Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6. Granular material 28 Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive 29 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 30 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801.600 mm x 450 mm rectangular 31 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 80160 cm Circular 32 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 80160 cm Triangle 33 Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board 34 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Rajasthan View Result →
47.
Housing Urban and Rular Development #10784826 Price Bid
Tender For Permanent Restoration work of road - 2 PART - A : B.T. ROADClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means 3 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 MoRTH Specification Clause 305.4.3 4 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 5 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 6 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 8 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 9 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRTH Specification Clause 503. 10 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 11 Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 12 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 Viscosity 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 MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) 13 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 MoRTH Specification Clause 511 By Mechanical Means Case - II:Type B Bitumen (VG-30) 14 PART - B : C.C. PAVEMENTProviding laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 15 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 16 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 17 Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) 18 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 19 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia 20 PART - C : HUME PIPE CULVERT 1000MM DIA 2 ROWEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. Ordinary soil Upto 3 m depth 21 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 22 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:4 cement mortar 23 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick 24 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragmentweighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2 25 Providing and Laying Reinforced Cement Concrete Pipe NP3as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in double row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 1000 mm dia 26 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 27 PART - D : FLUSH CAUSEWAY Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. Ordinary soil Upto 3 m depth 28 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 29 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:4 cement mortar 30 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 31 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 32 Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) 33 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 34 Construction of RCC guide posts of 250 mm dia M25 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRTH Specification Clause 1700 & 1600 35 PART - E : ROAD FURNISHING WORKSReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 36 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) 37 Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board 38 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle 39 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 40 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 41 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 42 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. 43 APPROACH ROAD TO VIJAYNAGAR 44 PART - A : B.T. ROADClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means 45 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 MoRTH Specification Clause 305.4.3 46 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 47 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 48 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 49 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 50 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 51 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRTH Specification Clause 503. 52 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 53 Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 54 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 Viscosity 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 MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) 55 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 MoRTH Specification Clause 511 By Mechanical Means Case - II:Type B Bitumen (VG-30) 56 PART - B : C.C. PAVEMENTProviding laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 57 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 58 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 59 Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) 60 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 61 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia 62 PART - C : HUME PIPE CULVERT 1000MM DIA 2 ROWEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. Ordinary soil Upto 3 m depth 63 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 64 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:4 cement mortar 65 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick 66 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragmentweighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2 67 Providing and Laying Reinforced Cement Concrete Pipe NP3as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in double row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 1000 mm dia 68 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 69 PART - D : ROAD FURNISHING WORKSReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 70 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) 71 Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board 72 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle 73 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 74 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 75 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 76 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. 77 NANGLI TO BALAHEER UPTO HARYANA BORDER 78 PART - A : B.T. ROADClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means 79 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 MoRTH Specification Clause 305.4.3 80 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 81 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 82 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 83 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 84 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRTH Specification Clause 503. 85 Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 86 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 Viscosity 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 MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) 87 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 MoRTH Specification Clause 511 By Mechanical Means Case - II:Type B Bitumen (VG-30) 88 PART - B : C.C. PAVEMENTProviding laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 89 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 90 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 91 Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) 92 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 93 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia 94 PART - C : ROAD FURNISHING WORKSReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 95 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) 96 Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board 97 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle 98 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 99 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 100 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 101 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. 102 APPROACH ROAD TO HUDIYA KALAN 103 PART - A : B.T. ROADClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means 104 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 105 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 106 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 107 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 108 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRTH Specification Clause 503. 109 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 110 Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 111 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 Viscosity 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 MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) 112 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 MoRTH Specification Clause 511 By Mechanical Means Case - II:Type B Bitumen (VG-30) 113 PART - B : C.C. PAVEMENTProviding laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 114 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading IIIMaterial 115 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead 116 Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) 117 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 118 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia 119 PART - C : ROAD FURNISHING WORKSReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 120 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) 121 Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board 122 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle 123 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 124 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 125 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 126 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Rajasthan View Result →
48.
Housing Urban and Rular Development #10781360 Price Bid
Tender for 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.Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , 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.Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
49.
Housing Urban and Rular Development #10781358 Price Bid
Tender for 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.Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , 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.Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
Himachal Pradesh View Result →
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