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| 1 | Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.50m,transporting to site,spreading greading to required slop and compacting to meet requirment of table-300.1 and 300.2 with a lead up to 1000m. As per TSC.301.5 |
| 2 | L/o granular sub base by providing well greaded materials speading in uniform layers with motor greader / Tractor mounted appropriate equipment complete in all respects. |
| 3 | Providing Laying spreading and compecting stone aggregate of specific sizes 45 to 63 mm to WBM specification i/c spreading in uniform thick. Layer use crushable scrining to fill up the interstics of coarse aggregate watering & compacting in stages to get required density by 80-100KN three wheel static rollar as per T.S.C-405 |
| 4 | Providing Laying spreading and compecting stone aggregate of specific sizes 22.4 to 53 mm to WBM specification i/c spreading in uniform thick. Layer use crushable scrining to fill up the interstics of coarse aggregate watering & compacting in stages to get required density by 80-100KN three wheel static rollar as per T.S.C-405 |
| 5 | Providing and Laying primer coat with bitumen wmulsion (SS-1) on prepared surface of granular base i/c cleaning of road surface & spreding primer 0.70 kg per sq.m.using mechenical means .as per T.S.C-502 |
| 6 | Providing and applying Tack coat with bitumen emulsion (VG-10) Emulsion pressure distributor 0.35 kg per sq.m. on the prepared dry and hungry bituminus surface cleaned with hydrolic broome as per T.S.C-503 |
| 7 | Providing , laying and rolling of open greaded P.C.20mm thick. Composed of 13.2 to 5.6mm gauge agregates either using P.G.Bitumen or emulsion torequired line grede and level to surve as wearing coarse on a previously prepared base i/c mixing ina suitable plan laying and rolling with three wheel 80-100KN static rollar as per T.S.C-508 |
| 8 | Providing and laying seal coat by manual means with V.G.-10 bitumen sealing the voids in a bitumenous surface laid to the specific level,grade and cross fall using Type-C as per T.S.C-510 |
| 9 | Brick on edge linning on both side of road wirth m-150 bricks laid with mud mortor i/c cost of all materials labour and T&P etc required for proper comp of work SI No 765 |
| 10 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 |
| 11 | Construction of information pillar in B/W with 1:4 cement & C.sand mix mortar 1.20m wide ,1.35 high i/c grenite stone (2*3 ft) size also include printing of latters finished with plaster complete . |
| 12 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3 |
| 13 | concrete with 4cm gauge b/balast F/sand and cement in 12:6:1 comp as per Si No 273 |
| 14 | Brick masonary in cement mortar [1:4mix ]in Foundation ;complete excepting pointing and plastring as per drawing and technical specification clauses-600,1202 &1203 |
| 15 | Plastring with cement mortar 1:4 ,12mm thick on brick work in substructure as per technical specification clauses-613.4 &1204 |
| 16 | Providing and laying of reinforced cement concrete pipe NP-3 class 600mm dia for culverts on 1st class bedding of granular materials in single row i/c fixing collar with cement mortar 1:2 but excluding excavation ,prtection work ,back filling ,concrete and machinary work in heah wall and parapets clause- 1100 Please Enable Macros to View BoQ information |
