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| 1 | CLEARINGJUNGLE :- Clearingjungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level andremovalofrubbishasperdirectionsofEngineer-in-Charge. |
| 2 | EXCAVATION:-Earth work in excavation by mechanical means (Hydraulic excavator)/ manual meansincluding getting out and disposal of excavated earth as per directions of Engineer-in-Charge. |
| 3 | Felling trees of the girth upto 60cm(measured at a height of 1 mabovegroundlevel), including cutting oftrunksand branches,removingtherootsandstackingofserviceable material and disposal of unserviceable material as per directions of Engineer-in-Charge.The rates includes getting statuary approval from forest department for felling of tress and disposal. |
| 4 | Filling availableearth (excluding rock) in layers not exceeding 20cm in depth: consolidating each deposited layer by rolling, ramming and watering as per per directions of Engineer-in-Charge. |
| 5 | Supplying and Filling local earth (excluding rock) in layers not exceeding 20cm in depth: consolidating each deposited layer by rolling, ramming and watering as per per directions of Engineer-in-Charge. |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith as per per directions of Engineer-in-Charge. |
| 7 | Granular Sub-base: |
| 8 | Layer-2: Providing and laying granular sub-base course in proper width and depth, consolidating with power roller, to the required camber and gradient, including spreading, watering and rolling etc. all complete as per specifications and drawings and directions of Engineer-in-Charge. 100 mm thickness for bitumen road with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. |
| 9 | Layer-1 : Providing and laying granular sub-base course in proper width and depth, consolidating with power roller, to the required camber and gradient, including spreading, watering and rolling etc. all complete as per specifications and drawings and directions of Engineer-in-Charge. 100 mm thickness for bitumen road With material conforming to Grade-III (size range 26.5 mm to 0.075 mm) having CBR Value-20. |
| 10 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layersin sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 11 | CONCRETE (1:3:6) :- Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)for all work, excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge. |
| 12 | CONCRETE (M35) :- Providing and laying design mix M-35 grade cement concrete conforming to IS:456at all heights and depthfor construction of beams, columns, staircases chajja, roof slabs, facia, canopies, fins, porch, water tank etc. excluding providing centering, shuttering, staging, scaffolding, form work, pumping including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge, compacting with mechanical vibrator, curing etc. complete in all respects,inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. Note:minimum cement content 370kg/cum. |
| 13 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surface, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Hot Mix Plant. |
| 14 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) ,With paving Asphalt grade VG - 30and as directed by the Engineer-in-charge. |
| 15 | Providingand applyingprime coat with bitumen emulsion @ 6.0 - 9.0 kg per 10 sqm complete as per Technical Specification and as directed by the Engineer in charge. |
| 16 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. with bitumen emulson @ 0.4kg/sqm |
| 17 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 18 | Formwork:Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. as per direction of Engineer in charge. |
| 19 | BRICK MASONRY (CLAY BURNT BRICKS) :- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 20 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater,including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 21 | Supplying and providing reinforcement (for reinforced cement concrete works) Thermo-mechanically treated (TMT)Fe 500D bars conforming to IS:1786 including initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 22 | Supply and installation of Road safety Mirror (600mm dia) complete as per direction of engineer in charge. |
| 23 | Providing and Erecting a “W” metal beam crash barriercomprising of 3mm thick corrugated sheet metal beam rail 70cm above the road/ground level fixed of IMSC series channelvertical post 150x75x5 mm spaced 2m centre, 1.08m high above ground level and 1.1m below the ground.All steel parts and fittings to begalvanized by hot dip process, all fitting to confirm to IS: 1367and IS: 1364complete as per direction of EIC.Note:Concrete for post shall be paid in relevent item. |
| 24 | STRUCTURAL STEEL:- Structural steel work riveted, bolted or welded in built up sections and framed work, including cutting, hoisting, fixing in position and and applying two coats of synthetic enamel paint of approved make and shade over a coat of primer. |
| 25 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with retro reflective sheeting in any colour combination as decided by EIC including subject matter, message (bi-lingual), symbols and borders etc. pasted on substrate by an adhesive backing complete as per direction of Engineer-in-charge. |
| 26 | Supplying and stacking of selection No.1/doob grass at site fresh and free from weeds having proper rots in green including loading ,unloading ,carriage complete as per direction of EIC. |
| 27 | Providing, supplying, transporting, laying and jointing hydraulically tested NP2 class cement concrete pipesconforming to IS:458 for road drains, including grouting the joints with 1:2 cement sand mortar by volume and curing, all materials, labour, tools and plants etc.,all complete as per specification and as directed by the Engineer. |
| 28 | 300 mm Diameter |
| 29 | 450 mm Diameter |
| 30 | 600 mm Diameter |
| 31 | 900 mm Diameter |
| 32 | 1200 mm Diameter |
| 33 | 12MMCEMENTPLASTER(1:4) :- 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) including the cost of labour, scaffolding, material etc. as per direction of engineer in charge. |
| 34 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand(Approved by EIC), filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 35 | Dismantling of electric Pole of height 7-10m and installation complete as per direction of Engineer-in-Charge. The rates includes getting statutory approval from state electricity board for disconnection of power and necessary connection after installation. |
| 36 | DEMOLISHING BITUMINOUS ROAD WORKS :- Dismantling/cutting of existing bituminous road at all depths including its WBM, sub-base etc stacking of serviceable materials and disposal of unserviceable material within station area limit all complete as directed by Site Engineer.Note:-1. Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained.2. Providing of necessary covers/barricades around the work area is to be done prior to dismantling operations.3. Adequate safety precautions shall also be taken care before commencement of any activity. |
| 37 | Scarifying the existing bituminous road surface by mechenical meansupto a depth of 100 mm and disposal of scarified material As per direction of EIC, and consolidation of road surface after scarifying with power road roller of 8 to 10 tonne capacity. |
| 38 | Conducting the survey \"NISHANDEHI\" for demarcation of panchayat land for existing road and structure along with the roads, ponds, etc. in village Gorakhpur (Haryana) through government patwari, Distt. Fatehabad complete along with submission of 2 copies, duly signed by district authority. |
| 39 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive as perrecommended by the manufacturer complete and as per direction of Engineer-in-charge. |
