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| 1 | Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. Out side periphery of area cleared. (SOR-20/259(i)) |
| 2 | Same as above 259(i) above but grass only (SOR-20/259(a) |
| 3 | Tractor with trolley including POL & driver. (SOR-20/S.No-19/Chapter-2) |
| 4 | Supply of labour. ( Based on SOR-20/SN-12/Chapter-2) |
| 5 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 6 | Depth from 0.0 to 1.5M below G.L. |
| 7 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required (DSR-18/2.24.1/AR) |
| 8 | Extra rates for every additional lift 1.5m or part there of all kinds of soil. |
| 9 | Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C)) |
| 10 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 11 | All kinds of soil (DSR-18/2.28.1/AR) |
| 12 | Tractor with trolley including POL & driver. (SOR-20/S.No-19/Chapter-2) |
| 13 | Supply of labour. ( Based on SOR-20/SN-12/Chapter-2) |
| 14 | Supply and fixing SFRC cover over chamber (with out frame). 50mm thick. |
| 15 | size 600x600mm (Heavy duty). |
| 16 | Providing and fixing SFRC cover over chamber. (with frame) 50mm thick. (AR/GNIDA) |
| 17 | size 600x600mm (Heavy duty) |
| 18 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 19 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 20 | Supply and fixing RCC Direction board of size 2000x510x80 make in concrete 1: 1½ : 3 including reinforcement, shuttering etc. all complete for proper of work as per direction of Engineer in Charge (AR/GNIDA) |
| 21 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 22 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 23 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07) |
| 24 | Painting letters up to 2.5 cm. size including supply of all materials, labours & tools and plants etc. required for proper completion of the work. (SOR-20/817/21.02)As in item 817 above 8 cm. but up to 15 cm. (SOR-20/819/21.04) |
| 25 | Painting letters up to 2.5 cm. size including supply of all materials, labours & tools and plants etc. required for proper completion of the work (SOR-20/817/21.02)As in item 817 above but size above 2.5 cm. but up to 8 cm. (SOR-20/818/21.03) |
| 26 | M-150 brick work in 1:4 cement & fine sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) |
| 27 | 2 cm thick Damp proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer in-charge in the proportion as by the manufacture including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & Shutterings as necessary. (SOR-20/7.01/360) |
| 28 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) |
| 29 | Providing JCB with driver and including POL (SOR-20/S.No31/Chapter-2) |
| 30 | Supply of labour. ( Based on SOR-20/SN-12/Chapter-2) |
| 31 | Water Tanker with Sprinkler 6000 Litre or above cap. With POL/Driver including filling of water etc. complete (SOR-20/30) |
| 32 | Supplying at site :R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). (DSR-18/16.15.1) |
| 33 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. (DSR-18/16.17) |
| 34 | With G.I. barbed wire (DSR-18/16.17.1) |
| 35 | White washing one coat including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work. (SOR-20/671/16.01) |
| 36 | Road marking with Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminious surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-2020/New item/Sr.No.19.01) |
| 37 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-18/16.69) |
| 38 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
