Forest Industries Travancore Limited Tender

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Forest Industries Travancore Limited Tender

Works

Civil And Construction

Eprocure

Ernakulam, Kerala

Opening Date16 Jan 2025

Closing Soon24 Jan 2025

Tender Amount₹ 90,55,200

Email

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Costs

EMD
0
Document Cost
₹ 2,950
Tender Fee
Refer Documents

Summary

Kottakkal Municipality Plan 2024-2025 ,various Works In Kottakkal Municipality (cluster 4)

Description

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Contact

Tender Id
2025_FITL_726944_1
Tender No
FIT/CP-54/2024-25
Tender Authority
Forest Industries Travancore Limited View
Purchaser Address
-
Website
http://etenders.kerala.gov.in

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Tender Notice-11.5 MBTendernotice_1.pdf

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4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity23.81

Rate-

Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity190.5

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity190.5

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity766.5

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity576

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Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

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Amount -

Appendix B - PARAYIL STREET ROAD RE TARRING - WARD - 04 (PROJECT NO - 403)

Quantity-

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5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br 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.

Quantity77.24

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Amount -

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br 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. br (B) 75 mm thick :- (II) Bitumen (S-65)

Quantity83.32

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Amount -

4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity8.25

Rate-

Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity80.25

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity80.25

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity441

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity306

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Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix C - PALAPPURA PUTHOOR CHUNGAM ROAD RE TARRING - WARD - 05 (PROJECT NO - 445)

Quantity-

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Amount -

5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br 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.

Quantity94.84

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Amount -

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br 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. br (B) 75 mm thick :- (II) Bitumen (S-65)

Quantity88.9

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Amount -

4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity15.75

Rate-

Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity126

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity126

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity567

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity441

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

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Amount -

Appendix D - MUSLIYARAKAM PARAPPURAM DRAINAGE RENOVATION - WARD - 05 (PROJECT NO - 502)

Quantity-

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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

Quantity15

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Amount -

od197893/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

Quantity4.5

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Amount -

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

Quantity3.6

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Amount -

12.5.2.1 : 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 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

Quantity18

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Amount -

13.1.1.3 : Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . 1. R.C.C grade M20 (iii) For desaign mix RCC M20

Quantity2.16

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Amount -

13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202

Quantity0.45

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Amount -

Appendix E - PATTAMNAGALAM SREE KRISHNA ROAD RE CONCRETING - WARD - 07 (PROJECT NO - 497)

Quantity-

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od180912/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity29.25

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Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

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Amount -

Appendix F - KOTTEPARAMBU DRINKING WATER PROJECT - WARD - 08 - (PROJECT NO - 517)

Quantity-

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Amount -

od208224/2024_2025 : Supply and fitting approved quality panel board

Quantity1

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Amount -

od208225/2024_2025 : Supplying and erecting 5 HP (Kirlosker) motor and pump set pump including all installation charge etc . . complete

Quantity1

Rate-

Amount -

18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Quantity1000

Rate-

Amount -

10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Quantity195

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Amount -

50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall

Quantity90

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Amount -

18.12.2 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore

Quantity20

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Amount -

18.12.6 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore

Quantity165

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Amount -

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity3

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Amount -

18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

Quantity1

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Amount -

12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Quantity11.34

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Amount -

10.5.2 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece

Quantity1.5

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Amount -

Appendix G - UDARANI POND NAVEEKARANAM - WARD -11 (PROJECT NO - 501)

Quantity-

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Amount -

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity2.03

Rate-

Amount -

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

Quantity408.1

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Amount -

Appendix H - MUNDIYANTHARA CHOLAMAD RENOVATION - WARD - 12 (PROJECT NO - 24)

Quantity-

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Amount -

5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br 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.

Quantity112.82

Rate-

Amount -

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br 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. br (B) 75 mm thick :- (II) Bitumen (S-65)

Quantity115.12

Rate-

Amount -

4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity22.5

Rate-

Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity196.5

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity196.5

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity876

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity576

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix I - VATTAPPARA PANIKKARKUNDU ROAD RE TARRING AND RE CONCRETE - WARD - 12 (PROJECT NO - 387)

Quantity-

Rate-

Amount -

od197893/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

Quantity21.6

Rate-

Amount -

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m br 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.

Quantity36

Rate-

Amount -

od206630/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

Quantity21.6

Rate-

Amount -

2.14.1.A : Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202(I)By Manual Means (A)Bituminous Courses

Quantity21.6

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Appendix J - KAKKATHODU VILLOOR TRACTOR WAY CONCRETE - WARD 12 (PROJECT NO - 431)

Quantity-

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Amount -

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m br 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.

Quantity16.74

Rate-

Amount -

od197893/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

Quantity8.37

Rate-

Amount -

od206630/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

Quantity8.37

Rate-

Amount -

Appendix K - PALLIPARAMBU KOTTSSERI ROAD RE TARRING - WARD 17 (PROJECT NO -- 323)

Quantity-

Rate-

Amount -

5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br 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.

Quantity105.1

Rate-

Amount -

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br 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. br (B) 75 mm thick :- (II) Bitumen (S-65)

Quantity65.36

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Amount -

4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity18.53

Rate-

Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity148.2

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity148.2

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity877.8

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity729.6

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix L - VIKKATHMAAD ROAD MOOKKATTUKULAM JUNCTION ROAD RE TARRING - WARD - 18 (PROJECT NO - 394)

Quantity-

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Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity154.5

Rate-

Amount -

4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity19.31

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity586.5

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity154.5

Rate-

Amount -

5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br 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.

Quantity69.01

Rate-

Amount -

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br 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. br (B) 75 mm thick :- (II) Bitumen (S-65)

Quantity74.49

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity432

Rate-

Amount -

od205630/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels, including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix M - CHERUPURAM PALLIPARAMBU ROAD CONCRETE WARD - 18 (PROJECT NO - 433)

Quantity-

Rate-

Amount -

od180909/2024_2025 : 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.<br>All kinds of soil

Quantity84

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity12.6

Rate-

Amount -

od180951/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity12.6

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix N - PERIMBILAYIPPADAM PATH WAY CONCRRETE WARD - 19 (PROJECT No - 458)

Quantity-

Rate-

Amount -

od180909/2024_2025 : 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.<br>All kinds of soil

Quantity286.2

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity42.93

Rate-

Amount -

od182060/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity42.93

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix O - KOTTOOR THEKKUMPURAM UNNIYAAL ROAD RE TARRING AND SIDE CONCRETE - WARD - 21 (PROJECT NO - 414)

Quantity-

Rate-

Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity147

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity1134

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity147

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity987

Rate-

Amount -

4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity18.38

Rate-

Amount -

od197893/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

Quantity23.25

Rate-

Amount -

od183218/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

od206630/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

Quantity23.25

Rate-

Amount -

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m br 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.

Quantity46.5

Rate-

Amount -

5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br 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.

Quantity81.1

Rate-

Amount -

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br 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. br (B) 75 mm thick :- (II) Bitumen (S-65)

Quantity65.06

Rate-

Amount -

Appendix P - KULAMBU MASJID PATH WAY CONCRETE - WARD - 21 (PROJECT NO - 435)

Quantity-

Rate-

Amount -

od180909/2024_2025 : 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.<br>All kinds of soil

Quantity170.7

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity25.61

Rate-

Amount -

od180912/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity25.61

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix Q - KOTTOOR PATHYAKALLU MARAVATTUM ROAD SIDE HANDRAIL CONSTRUCTION - WARD - 21 (PROJECT NO - 499)

Quantity-

Rate-

Amount -

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

Quantity2.4

Rate-

Amount -

od206900/2024_2025 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.<br>G.I. pipes

Quantity450

Rate-

Amount -

13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202

Quantity0.02

Rate-

Amount -

od180912/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity2.37

Rate-

Amount -

Appendix R - ASHARIKULAMBU ROAD RENOVATION - WARD - 22 (PROJECT NO - 25)

Quantity-

Rate-

Amount -

od197893/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

Quantity20.25

Rate-

Amount -

od206630/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

Quantity20.25

Rate-

Amount -

2.14.1.A : Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202(I)By Manual Means (A)Bituminous Courses

Quantity21.8

Rate-

Amount -

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

Quantity43.61

Rate-

Amount -

Appendix S - NARASIMHA MOORTHI TEMBLE AAMAPPARA NADAPPATHA CONSTRUCTION - WARD - 22 (PROJECT NO - 428)

Quantity-

Rate-

Amount -

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m br 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.

Quantity72.07

Rate-

Amount -

od181843/2024_2025 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

Quantity72.07

Rate-

Amount -

11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii)In cement mortar 1:4

Quantity56.63

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity64.35

Rate-

Amount -

od206630/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

Quantity19.31

Rate-

Amount -

Appendix U - MUTHUVATHIN MUKAN NALU CENT COLONY FOOTPATH CONCRETE - WARD 23 (PROJECT NO - 416)

Quantity-

Rate-

Amount -

od180909/2024_2025 : 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.<br>All kinds of soil

Quantity55.62

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity8.34

Rate-

Amount -

od182060/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity8.34

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix V - ELUMBILASSHERI CHULLIKKAD ROAD SIDE PROTECTION AND CONCRETE - WARD - 23 (PROJECT NO - 426)

Quantity-

Rate-

Amount -

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

Quantity4.2

Rate-

Amount -

od181843/2024_2025 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

Quantity4.2

Rate-

Amount -

11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii)In cement mortar 1:4

Quantity5.5

Rate-

Amount -

od180909/2024_2025 : 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.<br>All kinds of soil

Quantity126

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity18.9

Rate-

Amount -

od180912/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity18.9

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix W - SARHINDU NAGAR MADAKKANROAD RE CONCRETE - WARD - 24 (PROJECT NO - 363)

Quantity-

Rate-

Amount -

od206630/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

Quantity23.63

Rate-

Amount -

2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Quantity0.01

Rate-

Amount -

Appendix X - SARHIND NAGAR FAROOQUE NAGAR ROAD SAFETY WALL CONSTRUCTION - WARD - 24 (PROJECT NO - 401)

Quantity-

Rate-

Amount -

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

Quantity4.21

Rate-

Amount -

od206772/2024_2025 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:<br>1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Quantity6.75

Rate-

Amount -

od206773/2024_2025 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (OD from Mord 11.4.1.1 )<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6

Quantity1.21

Rate-

Amount -

12.6 : Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity0.49

Rate-

Amount -

Appendix Y - AALIKKAL IRATTAKKAL ROAD RE TARRING AND SIDE CONCRETE SECOND PHASE - WARD - 25 (PROJECT NO - 325)

Quantity-

Rate-

Amount -

5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 br 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.

Quantity100

Rate-

Amount -

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br 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. br (B) 75 mm thick :- (II) Bitumen (S-65)

Quantity62

Rate-

Amount -

5.1.1a : Prime Coat :- Low porosity br 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

Quantity399

Rate-

Amount -

5.2.1a : Tack Coatbr 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.

Quantity399

Rate-

Amount -

5.2.3a : Tack Coat brProviding 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.

Quantity399

Rate-

Amount -

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 br 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 br By Manual Means :- Type A br (II) Bitumen (S-65)

Quantity399

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead

Quantity15

Rate-

Amount -

Appendix Z - PALLIPPURAM KALADI ROAD CONCRETE AND SIDE PROTECTION - WARD- 25 (PROJECT NO - 365)

Quantity-

Rate-

Amount -

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

Quantity13.44

Rate-

Amount -

od181843/2024_2025 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

Quantity13.44

Rate-

Amount -

11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii)In cement mortar 1:4

Quantity25.2

Rate-

Amount -

od180909/2024_2025 : 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.<br>All kinds of soil

Quantity96

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity14.4

Rate-

Amount -

od180912/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity14.4

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix AA - ALIKKAL KUNDAMTHOTTAM ROAD RE CONCRETE - WARD - 25 (PROJECT NO - 404)

Quantity-

Rate-

Amount -

od180912/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity14.44

Rate-

Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

Rate-

Amount -

Appendix AB - AMBYATHODI MATTIL ROAD RENOVATION SECOND PHASE - WARD - 25 (PROJECT NO - 422)

Quantity-

Rate-

Amount -

od180909/2024_2025 : 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.<br>All kinds of soil

Quantity90

Rate-

Amount -

od180910/2024_2025 : (51.2.3) Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

Quantity13.5

Rate-

Amount -

od180912/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials

Quantity13.5

Rate-

Amount -

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

Quantity9.72

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Amount -

od181843/2024_2025 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

Quantity9.72

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Amount -

11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii)In cement mortar 1:4

Quantity16.14

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Amount -

od182017/2024_2025 : Filling with contractor's own earth ( excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site engineer -in-charge.

Quantity60

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Amount -

od180675/2024_2025 : Providing and fixing Granite of any colour & shade for Name Board of required size laid over base<br>of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,<br>including lettering & fixing.

Quantity1

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Amount -

Appendix AC - SOOPPI NAGAR NANDAYIL PARAMBU ROAD BALANCE PART CONCRTE - WARD - 26 (PROJECT NO- 419)

Quantity-

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Amount -

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m br 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.

Quantity50.4

Rate-

Amount -

od197893/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

Quantity25.2

Rate-

Amount -

od206630/2024_2025 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4)<br>a)Materials with needle vibrator and form work

Quantity25.2

Rate-

Amount -

Appendix AE - ANGANWADI SHEET WORK - WARD 28 (PROJECT NO - 548)

Quantity-

Rate-

Amount -

10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Quantity570

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Amount -

od207761/2024_2025 : Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.<br>0.35 mm thick with zinc coating not less than 275 gm/m2

Quantity153

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Amount -

12.51.1 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)

Quantity15

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Amount -

4.2.3 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity0.96

Rate-

Amount -

Appendix AF - GOV RAJAAS HIGHSCOOL CLASS ROOM RENOVATION (PROJECT NO - 442)

Quantity-

Rate-

Amount -

15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.

Quantity171.6

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Amount -

15.21 : Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres.

Quantity3000

Rate-

Amount -

15.28.2 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos Sheet

Quantity182

Rate-

Amount -

10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Quantity974

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Amount -

12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Quantity224

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Amount -

12.51.1 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)

Quantity17

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Amount -

13.50.3 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works

Quantity34

Rate-

Amount -

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

Quantity34

Rate-

Amount -

Appendix AG - CONSTRUCTION OF KITCHEN AND FOOD COURT IN RAJAAS SCHOOL (PROJECT NO - 451)

Quantity-

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Amount -

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

Quantity8.83

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Amount -

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity3.11

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Amount -

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity1.82

Rate-

Amount -

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Quantity1.73

Rate-

Amount -

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity1.53

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Amount -

5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Quantity1.44

Rate-

Amount -

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

Quantity6.11

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Amount -

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

Quantity12

Rate-

Amount -

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

Quantity45.56

Rate-

Amount -

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

Quantity42.98

Rate-

Amount -

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

Quantity21.12

Rate-

Amount -

5.22A.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars

Quantity535.03

Rate-

Amount -

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

Quantity17.1

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Amount -

50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

Quantity14.19

Rate-

Amount -

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

Quantity128.52

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Amount -

13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

Quantity30

Rate-

Amount -

11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm

Quantity30

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Amount -

11.47.2 : Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm

Quantity19.5

Rate-

Amount -

13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

Quantity106.52

Rate-

Amount -

5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

Quantity257.4

Rate-

Amount -

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

Quantity0.9

Rate-

Amount -

15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

Quantity11.33

Rate-

Amount -

10.6.2 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover

Quantity7.5

Rate-

Amount -

10.10.1 : Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).

Quantity252

Rate-

Amount -

Appendix AH- AYUSH HEALTH WELLNESS CENTRE - AYUSH BHARATH (PROJECT NO - 492)

Quantity-

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Amount -

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

Quantity12.01

Rate-

Amount -

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

Quantity12.01

Rate-

Amount -

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity9.44

Rate-

Amount -

7.2.1 : Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)

Quantity9.44

Rate-

Amount -

Appendix AI - KOTTAKKULAM FOOTPATH CONCRETE - WARD - 28 (PROJECT NO - 351)

Quantity-

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Amount -

2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

Quantity110.25

Rate-

Amount -

od198071/2024_2025 : Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.

Quantity11.03

Rate-

Amount -

od198109/2024_2025 : (4.1.3)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:<br>1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity16.54

Rate-

Amount -

od198110/2024_2025 : Providing and fixing Granite of any colour and shade for Name board, of required<br>size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all<br>charges etc. complete at all, levels, including lettering and fixing including all cost of<br>expence etc complete.

Quantity1

Rate-

Amount -

APPENDIX AJ- ERAYASSAN KULABU ROAD PIPELINE WORK -WARD 22 (PROJECT NO-487)

Quantity-

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Amount -

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Quantity6.28

Rate-

Amount -

100.1.1 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil (Ref. Item No. 2.10.1 of DSR)

Quantity75

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Amount -

50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall

Quantity157

Rate-

Amount -

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