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| 1 | DESILTING |
| 2 | Earth Work in excavatlon of structure us per drawing and technical sprcification clause 305.1including setting Out, construction of sharing and bracing, removal of stumps and other deleterious materialsand disposal upto a lend or 50m dressing of sides and bottomand back tilling of trenches with excavated suitable materials.i)In Marshy soil |
| 3 | STONE PACKING |
| 4 | Providingand laying of pitching on slopes laid oer prepared filter media as per drawing and technical specification Clause 1302I) Stone/Boulder |
| 5 | STRENGTHENING OF EMBANKMENT |
| 6 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5Govt. Land |
| 7 | Providing and laying of boulder apron laid in wire crated with 4mm dia GI wire conforming to IS:260 and IS:4826 in 100mm x 100mm 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 technically specification clause 1301 |
| 8 | REMOVAL OF DEBRIS |
| 9 | Clearance of different types and nature of water hyacinth, aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels/Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries, devices etc. making patches, cutting in to pieces with with the help of knifes / sickles / sews as necessary and depositing and stocking inthe marginal area of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100.00mtres and lift up to 250 cm as per direction of the deppt. etc. complete ( pushing out the patches and piecs of vegetation may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable) |
| 10 | Bailing out accumulated water from the tank / pond / Beels /Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deppt. Etc. Complete including the cost of transportation of power pump machine.On hire system of power pump machines including the cost of POL Charges etc |
| 11 | PATHWAY |
| 12 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(ii) Govt. land |
| 13 | Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material |
| 14 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.b) Excluding Edge block/ Edge restraints |
| 15 | Providing and laying Concrete Edge block/ Edge no restraints (M40 Grade) of size 300mm x 300mm x 150mm including carriage complete as per Technical specificationclause 1504. |
| 16 | BOUNDARY WALL |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.6.1 All kinds of soil |
| 18 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 19 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | Centering and shuttering including strutting, propping etc. and removalof form forFoundation, footing, base of columns etc for mass concrete |
| 22 | Centering and shuttering including strutting, propping etc. and removalof form for5.9.5 Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 23 | Centering and shuttering including strutting, propping etc. and removalof form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floorV level.6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) |
| 26 | 12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 fine sand) |
| 27 | 15 mm cement plaster on the rough side of single or half brick wall ofmix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 28 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. |
| 29 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface :Water thinnable cement primer |
| 30 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
| 31 | Decorative 3D letters |
| 32 | Operation & Maintenance cost for one years |
