| 1 | 1 | PROTECTION WORK : | Item1 | | |
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| 2 | 2 | Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining calls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also incIuding supply of all materials, labour, T&P elc required for proper completion of work.\n(For R/W and B/W)\n | Item2 | 2406.8 | Cum. |
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| 3 | 3 | Construction of R. R . stone masonary in cement mortar 1:5 including supply of al materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.\n(For Retaining wall (Bended wall & 20 Cm. top of dry wall) and Brest wall wall (bended wall)) | Item3 | 2359.1 | Cum. |
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| 4 | 4 | Random rubble stone masonry for structures laid dry by locally available approved stone including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other similar structures etc as per direction of Engineer-in-charge..\n(For R/W and B/W) | Item4 | 3515.2 | Cum. |
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| 5 | 5 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.\n(For R/W and B/W)\n | Item5 | 864 | Cum. |
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| 6 | 6 | 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 weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge | Item6 | 698.12 | Cum. |
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| 7 | 7 | Providing edge stone on valley side of formation as per drawing and technical specification Clause 1608.2.6 as per MORD spec. 1600 Sr. No. 8.9 | Item7 | 5810 | No. |
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| 8 | 8 | Construction of Parapet in R.R. Stone masonry laid in 1:5 C/S mortar providing M-10 grade concrete in foundation and M20 cement concrete in top, plaster in 1:4 C/S mortar & Flush pointing in 1:3 C/S Mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer-in-charge. | Item8 | | |
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| 9 | 9 | Construction of R.R stone masonry in\ncement mortar 1:5 including supply of al materials, labour, I&p & royalty etc, required for proper completion of work as directed by\nEngineer-in-charge and MORD specifications Clause 700 &1604.\n | Item9 | 207 | Cum. |
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| 10 | 10 | Providing and laying of concrete for\nplain/reinforced concrete in open foundations for structures including supply of all materials Iabour ,t&p& royalty etc, required for proper completion of work as directed by Engineer-in- charge and MORD specifications Clause 800 1202 & 1203 for P.C.C grade M 10.\n | Item10 | 25.8 | Cum. |
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| 11 | 11 | 15 mm thick Plastering with cement mortar 1:4 including t&p &royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4.\n | Item11 | 696 | Sqm |
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| 12 | 12 | 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 pacifications Clauses No.613.3\n | Item12 | 480 | Sqm |
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| 13 | 13 | Providing and laying 25 mm thick P.C.C. Coping layer1:2:4 Cement concert.\n | Item13 | 800 | R/m |
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| 14 | 14 | White washing of parapet walls of CD work and tree trunks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915\n | Item14 | 1176 | Sqm |
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| 15 | 15 | DRAINAGE WORK | Item15 | | |
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| 16 | 16 | SIDE DRAIN | Item16 | | |
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| 17 | 17 | Cleaning of Drain:- Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, degrading, deepening of side drains as well as catch water drains as per technical specification Clause1907\n | Item17 | 13297 | R/m |
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| 18 | 18 | Construction of Hill side Pucca KC Drain in\naccordance with the requirement of specification true to line and drades 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.\n | Item18 | | |
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| 19 | 19 | Excavation of foundation as per item no.2 | Item19 | 404.25 | Cum. |
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| 20 | 20 | RR stone Masonry 1:5 as per item no.3 | Item20 | 275.55 | Cum. |
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| 21 | 21 | Plaster in 1:4 Cement sand mix as per item no 11 | Item21 | 1361.25 | Sqm |
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| 22 | 22 | EARTHAN SHOULDERS SUPER ELEVALATION. | Item22 | | |
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| 23 | 23 | Construction of Embankment with Material\nObtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables\n300.1 and 300.2 as per Technical Specification Clause 301.5. (Sub grade preparation Pattri filling)\n | Item23 | 7944 | Cum. |
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| 24 | 24 | Making of Super Elevation: - Excavation of\ncutting 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 1.50 m and lead upto 50 m as per Technical Specification Clouse 302.3.\n | Item24 | 5194.42 | Cum. |
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| 25 | 25 | Random Rubble stone masonry in Coolie walling including supply of all material, labour T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | Item25 | 3549.42 | Cum. |
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| 26 | 26 | PAVEMENT WORK | Item26 | | |
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| 27 | 27 | Granular sub-base/base/surface course with\nlocal materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical (Using naturally occurring gravel specification Clause 408. (Using naturally occurring gravel, Local GSB)\n | Item27 | 8160.93 | Cum. |
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| 28 | 28 | 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, Crushable stone screening/binding materials 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\n | Item28 | 4254.2 | Cum. |
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| 29 | 29 | 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\n | Item29 | 4254.2 | Cum. |
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| 30 | 30 | Primer coat: - Providing and applying primer coat Low porosity with Bitumen emulsion (SS-1) complying with IS 8887 on prepared surface of granular base including clearing 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. | Item30 | 56722.8 | Sqm |
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| 31 | 31 | Tack coat: - Providing and applying tack coat with Bitumen emulsion (rapid Setting RS-1Grade complying with IS: 8887) 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. | Item31 | 56722.8 | Sqm |
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| 32 | 32 | Premix carpet: - Providing laying and rolling ofcold mixed open graded Premix carpet of 20 mm thickness composed of 13.2 mm 11.4 mm aggregates using cationic bitumen emulsion (Medium setting MS Grade complying with IS 8887) to required line, grade and level serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type B as per MORD Specification clause 505.2\n | Item32 | 56722.8 | Sqm |
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| 33 | 33 | Seal coat: - Providing and laying seal coat by Bituminous (SS-2) as for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical specification Clause 508.\n | Item33 | 56722.8 | Sqm |
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| 34 | 34 | Road Furniture | Item34 | | |
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| 35 | 35 | Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved\n | Item35 | 6 | No. |
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| 36 | 36 | Same as above item No. but for Hectometer\nstone\n | Item36 | 66 | No. |
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| 37 | 37 | \n1Same as above item No. but for 5th Km. stone\n | Item37 | 2 | No. |
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| 38 | 38 | Providing and fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge\n | Item38 | 8 | No. |
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| 39 | 39 | Providing and 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 per MORD specification and direction by Engineer in charge | Item39 | 1 | No. |
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| 40 | 40 | Providing and fixing of Citizen information board with PMGSY Logo at starting and prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge\n | Item40 | 2 | No. |
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| 41 | 41 | Providing and fixing of Maintenance information board with PMGSY Logo at starting and prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge\n | Item41 | 1 | No. |
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| 42 | 42 | Providing and fixing of semi reflective cautionary mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD\n | Item42 | 32 | No. |
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| 43 | 43 | Providing and fixing of semi reflective Direction\nand Place identification sign boards more then 0.90 sqm as per attached drawing and direction by Engineer in charge\n | Item43 | 4 | Sqm |
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| 44 | 44 | X, Slope Stability, Soil Erosion & Top Soil Convervation | Item44 | | |
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| 45 | 45 | SEEDING AND MULCHING- Preparation of seed\nbed on previously laid top soil, furnishing and placing of seeds, fertilizer. Mulching material applying bituminous emulsion at the rate of 0.231 per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 310 & S.No 8.11 MORD Specification 1600 & 300.\n | Item45 | 3900 | Sqm |
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| 46 | 46 | Soil Erosion & Slope Protection- Providing fixing\nof Maxalt empty Drums including /Providing steel Bar @12 mm Dia two nos, horizontally for interlocking with earth filling and placing properly in a row including all labour and material directed as per Engineer-In- Charge.\n | Item46 | 495 | Cum. |
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| 47 | 47 | OTHER WORKS | Item47 | | |
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| 48 | 48 | Construction of Job pillers as per Fig. 1600.1\n(d) and Technical Specification Clause 1602.4\n \n | Item48 | 2 | No. |
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| 49 | 49 | Emergency Maintenance | Item49 | | |
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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 | Item50 | | |
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| 51 | 51 | Ist year | Item51 | 993 | Cum |
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| 52 | 52 | Iind year | Item52 | 893.7 | Cum |
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| 53 | 53 | IIIrd year | Item53 | 804.33 | Cum |
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| 54 | 54 | Ivth year | Item54 | 723.9 | Cum |
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| 55 | 55 | Vth year | Item55 | 651.57 | 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 | Item56 | | |
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| 57 | 57 | Ist year | Item57 | 33.1 | Hours |
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| 58 | 58 | Iind year | Item58 | 29.79 | Hours |
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| 59 | 59 | IIIrd year | Item59 | 26.81 | Hours |
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| 60 | 60 | Ivth year | Item60 | 24.16 | Hours |
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| 61 | 61 | Vth year | Item61 | 21.68 | 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 | Item62 | | |
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| 63 | 63 | Ist year | Item63 | 33.1 | Cum |
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| 64 | 64 | Iind year | Item64 | 29.79 | Cum |
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| 65 | 65 | IIIrd year | Item65 | 26.81 | Cum |
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| 66 | 66 | Ivth year | Item66 | 24.16 | Cum |
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| 67 | 67 | Vth year | Item67 | 21.68 | 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) | Item68 | | |
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| 69 | 69 | Ist year | Item69 | 49.65 | Cum |
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| 70 | 70 | Iind year | Item70 | 44.69 | Cum |
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| 71 | 71 | IIIrd year | Item71 | 40.22 | Cum |
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| 72 | 72 | Ivth year | Item72 | 36.24 | Cum |
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| 73 | 73 | Vth year | Item73 | 32.6 | Cum |
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| 74 | 74 | Routine Maintenance- Under PBMC | Item74 | | |
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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 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.\n | Item75 | | |
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| 76 | 76 | Ist year | Item76 | 16.55 | Km |
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| 77 | 77 | Iind year | Item77 | 16.55 | Km |
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| 78 | 78 | IIIrd year | Item78 | 16.55 | Km |
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| 79 | 79 | Ivth year | Item79 | 16.55 | Km |
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| 80 | 80 | Vth year | Item80 | 16.55 | Km |
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