| 1 | 1 | Construction of Hill side K.C type Pucca drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge. | item 1 | | |
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| 2 | 2 | Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305 | item 2 | 65.17 | Cum |
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| 3 | 3 | Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. | item 3 | 44.42 | Cum |
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| 4 | 4 | 15 mm thick Plastering with 1:4 cement mortar including supply of all materials, labour, T&P, royalty etc.required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 4 | 219.45 | Sqm |
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| 5 | 5 | Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305 | item 5 | | |
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| 6 | 6 | R/W & B/W | item 6 | 409.38 | Cum |
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| 7 | 7 | X-Drainage/Drainage structure | item 7 | 427.65 | Cum |
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| 8 | 8 | Petty works like perapet etc. | item 8 | 199.5 | Cum |
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| 9 | 9 | Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials,labour,t&p&royaltyetc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. | item 9 | | |
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| 10 | 10 | R/W&B/W | item 10 | 382.46 | Cum |
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| 11 | 11 | X-Drainage/Drainage structure | item 11 | 96.4 | Cum |
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| 12 | 12 | Petty works like perapet etc. | item 12 | 546 | Cum |
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| 13 | 13 | Providing and laying of concrete for plain concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 10. | item 13 | | |
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| 14 | 14 | X-Drainage/Drainage structure | item 14 | 73.24 | Cum |
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| 15 | 15 | Petty works like perapet etc. | item 15 | 199.5 | Cum |
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| 16 | 16 | Providing and laying of concrete for plain concrete for open foundation including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 25 In Cause Way | item 16 | | |
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| 17 | 17 | X-Drainage/Drainage structure | item 17 | 31.05 | Cum |
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| 18 | 18 | Construction of R. R . stone masonary laid dry including supply of all materials, labour,t&p&royaltyetc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. | item 18 | | |
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| 19 | 19 | R/W&B/W | item 19 | 345.66 | Cum |
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| 20 | 20 | X-Drainage/Drainage structure | item 20 | 87.5 | Cum |
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| 21 | 21 | Providing and laying of Hume Pipe 1000 mm dia in single row including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge. | item 21 | 37.5 | Rmt |
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| 22 | 22 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders as per drawing and technical specification of MORD and as directed by Engineer-in-charge | item 22 | 590.63 | Cum |
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| 23 | 23 | 15 mm thick Plastering with 1:4 cement mortar including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 23 | | |
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| 24 | 24 | Petty works like perapet etc. | item 24 | 1753.5 | Sqm |
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| 25 | 25 | Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.3 | item 25 | 1208 | Sqm |
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| 26 | 26 | Providing and laying of concrete for plain concrete for substructure including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 20. | item 26 | 21 | cum |
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| 27 | 27 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915\n | item 27 | | |
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| 28 | 28 | Petty works like perapet etc. | item 28 | 4032 | Sqm |
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| 29 | 29 | Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work , as directed by Engineer-in-charge and PWD specifications 8.90 | item 29 | 820 | Cum |
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| 30 | 30 | Providing and laying HP stone filling in back of structures as filter media including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7) | item 30 | | |
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| 31 | 31 | R/W & B/W | item 31 | 136.2 | Cum |
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| 32 | 32 | X-Drainage/Drainage structure | item 32 | 158.95 | Cum |
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| 33 | 33 | Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge as per MORD specification no. 1000 | item 33 | | |
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| 34 | 34 | HYSD Bar | item 34 | 12.19 | Qtl |
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| 35 | 35 | Providing and fixing of C.C edge stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 35 | 530 | No |
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| 36 | 36 | Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation) | item 36 | 26002.3 | Sqm |
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| 37 | 37 | Excavation in Cutting in Soil by manual means with lead upto 50 m.\nExcavation 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(for making superelevation) | item 37 | 1073.93 | Cum |
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| 38 | 38 | Construction of Embankment with material obtained from Roadway Cutting/with approved materials deposited at site from roadway as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014 (Filling/Patri Filling) | item 38 | 2836.62 | Cum |
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| 39 | 39 | Granular sub-base course with Well Graded materials by mix in place method . Construction of granular sub-base by providing Well Graded local 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 Table 400.1 , Technical Specification Clause 401. For Grading I Material | item 39 | 2678 | Cum |
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| 40 | 40 | WBM Grading 2- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means | item 40 | 1217 | Cum |
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| 41 | 41 | WBM Grading -3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means | item 41 | 1217 | Cum |
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| 42 | 42 | Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD Specification for Rural Roads 2014 | item 42 | 16232 | Sqm |
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| 43 | 43 | 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 trated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification for Rural Roads 2014 | item 43 | 16232 | Sqm |
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| 44 | 44 | Providing laying and rolling of cold mixed open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade Catonic Bitumen 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 three wheel 80-100 KN static roller capasity, finished to required level and grades to be followed by seal coat of either Type B as per MORD Specification clause 506.2. | item 44 | 16232 | Sqm |
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| 45 | 45 | Sealing the voids in a coldmix open graded carpeting surface and laid to the specified levels grade and cross fall using type B seal coat as per Technical Specification of MORD Clause 508 with suprime emulsion including all labour,material and T & P etc complete.as per the direction of engineer-in- charge . | item 45 | 16232 | Sqm |
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| 46 | 46 | Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 . | item 46 | 1 | No |
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| 47 | 47 | Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 . | item 47 | 1 | No |
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| 48 | 48 | Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per IRC/ MORD Specification | item 48 | 1 | No. |
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| 49 | 49 | Emergency Maintenance Activities: | item 49 | | |
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| 50 | 50 | Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611 | item 50 | | |
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| 51 | 51 | Ist Year | item 51 | 322.5 | Cum |
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| 52 | 52 | Iind Year | item 52 | 290.25 | Cum |
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| 53 | 53 | IIIrd Year | item 53 | 261.23 | Cum |
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| 54 | 54 | Ivth Year | item 54 | 235.1 | Cum |
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| 55 | 55 | Vth Year | item 55 | 211.59 | Cum |
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| 56 | 56 | Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work | item 56 | | |
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| 57 | 57 | Ist Year | item 57 | 10.75 | hours |
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| 58 | 58 | Iind Year | item 58 | 9.68 | hours |
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| 59 | 59 | IIIrd Year | item 59 | 8.71 | hours |
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| 60 | 60 | Ivth Year | item 60 | 7.84 | hours |
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| 61 | 61 | Vth Year | item 61 | 7.05 | hours |
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| 62 | 62 | Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301 | item 62 | | |
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| 63 | 63 | Ist Year | item 63 | 10.75 | Cum |
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| 64 | 64 | Iind Year | item 64 | 9.68 | Cum |
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| 65 | 65 | IIIrd Year | item 65 | 8.71 | Cum |
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| 66 | 66 | Ivth Year | item 66 | 7.84 | Cum |
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| 67 | 67 | Vth Year | item 67 | 7.05 | Cum |
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| 68 | 68 | Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only) | item 68 | | |
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| 69 | 69 | Ist Year | item 69 | 16.13 | Cum |
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| 70 | 70 | Iind Year | item 70 | 14.51 | Cum |
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| 71 | 71 | IIIrd Year | item 71 | 13.06 | Cum |
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| 72 | 72 | Ivth Year | item 72 | 11.76 | Cum |
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| 73 | 73 | Vth Year | item 73 | 10.58 | Cum |
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| 74 | 74 | PBMC Activities | item 74 | | |
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| 75 | 75 | Maintenance under PBMC for \n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. \n2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.\n3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .\n4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.\n5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. \n6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.\n7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.\n8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).\n9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191. | item 75 | | |
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| 76 | 76 | Ist Year | item 108 | 5.375 | km |
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| 77 | 77 | Iind Year | item 109 | 5.375 | km |
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| 78 | 78 | IIIrd Year | item 110 | 5.375 | km |
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| 79 | 79 | Ivth Year | item 111 | 5.375 | km |
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| 80 | 80 | Vth Year | item 112 | 5.375 | km |
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