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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 Lining on both side of Road with M- 150 Bricks Laid with mud mortar i/c cost of all materials Labour and T&P ETC Required for proper complition of work SI NO -765 |
| 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 1.25F:M and cement in proportion of 1:6:12 in foundation and under floors including supply of all meterials labour and T&P etc requied for proper completion of work S.I NO 273 |
| 13 | Providing supply and fixing of 80mm thick ruber moulded vibratory Interlocking tiles by high pressure and controlled vibration machine having plain dimension 200 X (160+120mm)with minimum 5mm thick topping of O.P cement mixed with 25% marble powder the compressive strength of concrete paver blocks shall not be less than 300 mpa and 4.5 kg/ton including levelling and dressing filling joints with local sand over G.S.B and also including cost of all materials. Labour excluding cost of G.S.B and T&P etc requred for proper completion of work as per direction of engineer-in charge, and T& P ete. [as per MORD 1500] |
| 14 | R,C.C work in 1:2:4 (M-20) in cement coarse sand, and 20mm guage stone grit In lintels of door,window and sunshed excluding rienforcement and bending including all material, labour and T&P etc all completion of the work . [ 11.40 /Mord 800 & 1200] |
| 15 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work including bending for proper completion of work including all material, labour and T&P etc all completion of the work . [ Mord 1000] Please Enable Macros to View BoQ information |
