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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 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 |
| 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 Linning on both side road with M-150 bricks laid with md mortor i/c cost all materials labour and T&P etc required for proper completion of work |
| 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 gauge b/balast F/sand and cement in 12:6:1 comp as per Si No 273 |
| 13 | R.C.C work with cement app. C.sand and 20mm gauge app. Stone grit mix in 1:2:4 (M-20) excluding supply of reinforcement and its bending but i/c its fixing and binding the same i/c centring and suttring etc as MORD-11.4 / 800 & 1200 |
| 14 | Mild steel and TMT bar (Fe-500D)or irin work in plai such as reinforce concrete or R.B.workin required shape complete as MORD-12.6 /1000 |
| 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 |
| 16 | Brick masonary in cement mortar [1:4mix ]in Foundation ;complete excepting pointing and plastring as per drawing and technical specification clauses-600,1202 &1203 |
| 17 | Plastring with cement mortar 1:4 ,12mm thick on brick work in substructure as per technical specification clauses-613.4 &1204 |
| 18 | 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 |
