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| 1 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). S.I No 692 Excluding G.S.T. |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). S.I No 694 Excluding G.S.T |
| 3 | Providing,laying & fixing of 1000 mm dia NP3 hume pipe complete in all respect. Ex. GST (For Route Diversion) |
| 4 | Construction of Patri on both side of the road withCarted Earth Cartage of Earth 5.00 Km with all lift and lead, transporting to site ,spreding grading to required slope and compacting as per SI No 253 & 261 (C). But Excluding GST |
| 5 | Brick Soling with Strainght Over Burnt Bricks Laid on edge pavement on with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work.As Per S.I.No 762 B (For Rourt Diversion) Excluding G.S.T. |
| 6 | Dewatering of foundation, trenches by 10 HP diesel oprator pumps including all labour materils, T&P etc. complete work (Taking unit 1Hrs per Pumps) Including Labour Cess But Excluding GST |
| 7 | Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation tenches or ino the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a disance of 30m fro the foundation trenches. as per S.I No 251a (I & II) . Excluding G.S.T. |
| 8 | Sand filling in plinth and under floor including supply ofnecessary quantity of sand from a distance not exceeding 8 Kms. fromthe site of work and including watering, dressing etc. labour and T&P etc. required forproper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground leveland removal of rubbish upto a distance of 50 M. out side the periphery of areacleared. including cost of sand. as per S.I No 255a. Excluding G.S.T. |
| 9 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. as per S.I No 279b Excluding G.S.T. |
| 10 | M-150 brick workin 1:3 mortar of cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. for proper completion of the work. as per S.I No 307. Excluding G.S.T. |
| 11 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Excluding G.S.T. |
| 12 | Providing pressure relief pipes 110 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification clause 1205.5.7 Including Labour Cess But Excluding GST |
| 13 | R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit inR.C.C. M-25 Raft Fondation excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work includingcost of binding wire. Excluding G.S.T. |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Excluding G.S.T. |
| 15 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Excluding G.S.T. |
| 16 | Drainage Spouts complete as per drawing and Technical specification. Excluding G.S.T |
| 17 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 1:4:8 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.as per S.I No 275. Excluding G.S.T. |
| 18 | Concrete with 2 cm. gauge Stone ballast, Corse sand of 1.25 F.M. and cement, in proportion of 1:2:4 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. as per S.I No 279 (A)Excluding G.S.T. |
| 19 | Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. as per S.I No 578. Excluding G.S.T. |
| 20 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Excluding G.S.T. |
| 21 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Excluding G.S.T. |
| 22 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 2) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 Machinery Means\") Excluding G.S.T. |
| 23 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM Grading 3) specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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..Excluding G.S.T. |
| 24 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Excluding G.S.T. |
| 25 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Excluding G.S.T. |
| 26 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or 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 a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Excluding G.S.T. |
| 27 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Excluding G.S.T |
| 28 | Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender.(Excluding GST)a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) |
| 29 | Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender.(Excluding GST)b) 60 cm Circular with diffinitation plate (20 cm x 60 cm) |
| 30 | Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender.(Excluding GST)c) 30 x 90 cm (Left/Right) Object Hazard |
