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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 G-2 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 G-3 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 (RS-1) 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 edging on both sides of the road of first class (M-150) brick on edge laid with mud mortor including labour and supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the engineering in charge |
| 10 | 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 . |
| 11 | 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 |
| 12 | Concrete with 4cm Guage brick ballast fine sand of 1.25 F:M and cement in proprtion of 1:6:12 in foundation and under floors including supply of all meterials labour and T&P etc required for proper completion of work 273 |
| 13 | Brick masonary in cement mortar [1:4mix ]in Foundation ;complete excepting pointing and plastring as per drawing and technical specification clauses-600,1202 &1203 |
| 14 | Providing concrete for plain/reinforced concrete P.C.C. Grade M-20 (1:2:4) in open foundations complete as per drawing and technical specifications. 800 & 1200 |
| 15 | Providing supply & Fixing of 80mm thick ruber moulded vibratory Inter locking Locking tiles (200x160+120).the compressive stregth of paver block is 300mpa and 4.5 kg in weight complete in all as MORD-6.7 / 1500 Please Enable Macros to View BoQ information |
