| 1 | 1 | Maintenace During Construction | Item1 | | |
|---|
| 2 | 2 | Removal of Land slides (Slip Clearence) Removal Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | Item2 | 3645.83 | Cum |
|---|
| 3 | 3 | Protection Work | Item3 | | |
|---|
| 4 | 4 | Excavation of Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing\nof sides and bottom and backfilling in trenches with excavated suitable material (R/W, B/W, Dry Scupper, Catchpit etc.)\n(For R/W and B/W) | Item4 | 388.6 | Cum |
|---|
| 5 | 5 | Random rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.\n(For R/W and B/W) | Item5 | 66 | Cum |
|---|
| 6 | 6 | Random rubble stone masonry laid dry in breast walls, retaining walls, etc. including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification clauses 702,704,1202 & 1203.\n(For R/W and B/W) | Item6 | 1381.08 | Cum |
|---|
| 7 | 7 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)\n(For R/W and B/W) | Item7 | 269.56 | Cum |
|---|
| 8 | 8 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@\n32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh\n(woven diagonally) including 10 per cent extra for laps and joints laid with stone\nboulders weighing not less than 25 kg each as per drawing and technical\nspecifications Clause 1301 | Item8 | 168.75 | Cum |
|---|
| 9 | 9 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications\nClause 802, 803, 1202 & 1203 of MORD Specifiction | Item9 | 135 | Cum |
|---|
| 10 | 10 | Drainage Work | Item10 | | |
|---|
| 11 | 11 | Side Drain | Item11 | | |
|---|
| 12 | 12 | Construction of Hill side Pucca KC Drain in accordance with the requirment of specification true to line and grades.s 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. | Item12 | | |
|---|
| 13 | 13 | Excavation in foundation | Item13 | 122.5 | Cum |
|---|
| 14 | 14 | Stone masonary in RR1:5 | Item14 | 83.5 | Cum |
|---|
| 15 | 15 | Cement plastyer 15 mm thick 1:4 on stone masonary | Item15 | 412.5 | Sqm |
|---|
| 16 | 16 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | Item16 | 14500 | Rm |
|---|
| 17 | 17 | Earthen Shoulder & Super Elevation | Item17 | | |
|---|
| 18 | 18 | 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 (Extra for curve widening 10% of total quantity.)\n | Item18 | 64350 | Sqm |
|---|
| 19 | 19 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 Cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per technical Specification Clause 302.3.6. (For making damage Super Elevation) | Item19 | 1460.25 | Cum |
|---|
| 20 | 20 | Construction of Embankment with Material Obtained 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 300.1 and 300.2 as per Technical Specification Clause 301.5 (For Pattri filling) | Item20 | 9900 | Cum |
|---|
| 21 | 21 | Construction of coolie walling including supply of all material, labour, T&P\netc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | Item21 | 1620 | Cum |
|---|
| 22 | 22 | Payment Work | Item22 | | |
|---|
| 23 | 23 | Granular sub base/Base/Surface cource with local materials (Table 400.13) by mixin place method normal (construction of Granual sub base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavetor at once and complcting with smooth wheel roller to achieve the desired density completed as per clause 401.4 as per Technical specification clause 408. | Item23 | 7952.63 | Cum |
|---|
| 24 | 24 | WBM Gradinjg 2 Providing, laying, spreading and compacting stone aggregate of specific sizes to water bond macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of course aggregate, eatering and compacting to the required density grading 2 as per technical specification clause 405, By mechanical means | Item24 | 4587.98 | Cum |
|---|
| 25 | 25 | WBM Grading 3 Providing and laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density grading 3 as per MORD specification clause 405 by mechnical means. | Item25 | 4590 | Cum |
|---|
| 26 | 26 | Prime Coat Medium Porosity Providing and applying Primer coat with low porosity with Bitumen emulsion (SS-1) complying with IS:8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.9+0-102 kg/sqm using mechanical means as per Technical Specification Clause 502. | Item26 | 61200 | Sqm |
|---|
| 27 | 27 | Tack Coat Providing and applying tack coat with Bitumen emulsion (Rapid setting RS-1 Grade 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 | Item27 | 61200 | Sqm |
|---|
| 28 | 28 | Pre-Mix Carpet Providing, laying and rolling of cold mixed open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates using cationic bitumen emulsion( medium setting MS grade complying with IS:8887) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per MORD Specification Clause 506.2 | Item28 | 61200 | Sqm |
|---|
| 29 | 29 | Seal Coat Providing and laying seal coat by Bitumen emulsion (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 | Item29 | 61200 | Sqm |
|---|
| 30 | 30 | Road Furniture | Item30 | | |
|---|
| 31 | 31 | Kilometer stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\n | Item31 | | |
|---|
| 32 | 32 | 5th Kilometre Stone (precast) | Item32 | 3 | Nos |
|---|
| 33 | 33 | Ordinary Kilometer Stone (Precast) | Item33 | 12 | Nos |
|---|
| 34 | 34 | 200 m stone (precast) | Item34 | 60 | Nos |
|---|
| 35 | 35 | Prioviding Edge Stones of Size 450x350x100 mm no valley side of formation as per drawing and technical specification clause 1608.2.6 | Item35 | 150 | Nos |
|---|
| 36 | 36 | Construction of parapet in RR stone masonry laid in 1:5 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white wahing complete as per the direction of Engineer in charge. | Item36 | | |
|---|
| 37 | 37 | Excavation in foundation. | Item37 | 8.1 | Cum |
|---|
| 38 | 38 | Construction of PCC-M10 in foundation. | Item38 | 8.1 | Cum |
|---|
| 39 | 39 | Construction of RR 1:5 | Item39 | 32.4 | Cum |
|---|
| 40 | 40 | Construction of Plaster 1:4 | Item40 | 104.4 | Sqm |
|---|
| 41 | 41 | Providing 50mm thick M 20 architectural coping on top of wall | Item41 | 54 | Rm |
|---|
| 42 | 42 | Pointing in 1:3 | Item42 | 72 | Sqm |
|---|
| 43 | 43 | Providing laying of white wash work as per drawing detailed. | Item43 | 230 | Sqm |
|---|
| 44 | 44 | Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 km distance of road length as per attached standard drawing duly painted and written and as directed by Engineer in charge. As per MORD specification Clause 1701 | Item44 | 7 | Nos |
|---|
| 45 | 45 | Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MORD specification Clause 1701. | Item45 | 1 | Nos |
|---|
| 46 | 46 | 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 specificaion Clause 1701. | Item46 | 2 | Nos |
|---|
| 47 | 47 | Providing & fixing of Maintenance Information Board with PMMGSY logo at starting or prominent location (where maimum no. Of citizens can view the details of the road) as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701. | Item47 | 1 | Nos |
|---|
| 48 | 48 | Providing & fixing of Traffic Sign Boards cautionary, mandatory and informatory as per attached drawing and as per the MORD Specification and as derected by Engineer in charge. | Item48 | 40 | Nos |
|---|
| 49 | 49 | Other Works | Item49 | | |
|---|
| 50 | 50 | Construction of Job Pillers of RR 1;6 stone masonary and Plastered with 1:4 Mortar, of length 400 mm, width 400 mm and height 600 mm of which 100 mm shall be below ground level as per fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications. | Item50 | 2 | Nos |
|---|
| 51 | 51 | Emergency Maintenance | Item51 | | |
|---|
| 52 | 52 | 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 | Item52 | | |
|---|
| 53 | 53 | Ist year | Item53 | 900 | Cum |
|---|
| 54 | 54 | Iind year | Item54 | 810 | Cum |
|---|
| 55 | 55 | IIIrd year | Item55 | 729 | Cum |
|---|
| 56 | 56 | Ivth year | Item56 | 656.1 | Cum |
|---|
| 57 | 57 | Vth year | Item57 | 590.55 | Cum |
|---|
| 58 | 58 | 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 | Item58 | | |
|---|
| 59 | 59 | Ist year | Item59 | 30 | Hours |
|---|
| 60 | 60 | Iind year | Item60 | 27 | Hours |
|---|
| 61 | 61 | IIIrd year | Item61 | 24.3 | Hours |
|---|
| 62 | 62 | Ivth year | Item62 | 21.9 | Hours |
|---|
| 63 | 63 | Vth year | Item63 | 19.65 | Hours |
|---|
| 64 | 64 | 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 | Item64 | | |
|---|
| 65 | 65 | Ist year | Item65 | 30 | Cum |
|---|
| 66 | 66 | Iind year | Item66 | 27 | Cum |
|---|
| 67 | 67 | IIIrd year | Item67 | 24.3 | Cum |
|---|
| 68 | 68 | Ivth year | Item68 | 21.9 | Cum |
|---|
| 69 | 69 | Vth year | Item69 | 19.65 | Cum |
|---|
| 70 | 70 | 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) | Item70 | | |
|---|
| 71 | 71 | Ist year | Item71 | 45 | Cum |
|---|
| 72 | 72 | Iind year | Item72 | 40.5 | Cum |
|---|
| 73 | 73 | IIIrd year | Item73 | 36.45 | Cum |
|---|
| 74 | 74 | Ivth year | Item74 | 32.85 | Cum |
|---|
| 75 | 75 | Vth year | Item75 | 29.55 | Cum |
|---|
| 76 | 76 | Routine Maintenance- Under PBMC | Item76 | | |
|---|
| 77 | 77 | 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 | Item77 | | |
|---|
| 78 | 78 | Ist year | Item78 | 15 | Km |
|---|
| 79 | 79 | Iind year | Item79 | 15 | Km |
|---|
| 80 | 80 | IIIrd year | Item80 | 15 | Km |
|---|
| 81 | 81 | Ivth year | Item81 | 15 | Km |
|---|
| 82 | 82 | Vth year | Item82 | 15 | Km |
|---|
