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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 applying primer coat with bitumen emulsion (SS -1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate o f0.70 kg per sqm using mechanical means.AS PER Technical Specification Clause 502 |
| 6 | Providing and Laying Tack coat with Bitumen VG-10 Using Emulsion @ 0.2 to 0.25 Kg/ Sqm on the prepaired Bitumin Surface Cleand with Hyrdrlic Broom as per Technical Specification Clause 503 |
| 7 | Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregates eigher using penetration greade bitumen or emulssion to required line, grade and level to serve as wearing course on a previously prepared base i/c mixing in a suitable plant,laying and rolling with a three wheeled 80-100 KN static rolled capacity, finished to required lvel and greads to be followed by seal coat as per MORD T.S.C.- 508 |
| 8 | Providing and laying seal coat by manual means with V.G.-30 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 including cost of all material labour and T&P etc required for proper completion of the work (S.I. 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 guage brick ballast , fine sand,of 1.25 F.M and cement in proportion of 12:6:1 in foundation and under floor including supply of all materials, labour and T&P etc required for proper completion of work.[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 | Supply and Laying of 600 mm dia RCC hume pipes NP-3 class spigot and socket pipes Please Enable Macros to View BoQ information |
