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| 1 | Demolition of brick /stone work, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc including demolition of precast RCC articles and disposal of debris out of MoD land complete all as specified and directed. |
| 2 | Excavation over areas, n exc 1.5 m deep and getting out in hard/ dense soil complete all as specified and directed. |
| 3 | Returning filling in including spreading leveling, watering and well ramming in layers n exc 25 cm complete all as specified and directed. |
| 4 | Removing of excavated soil not exceeding 50m and depositing where directed at a level not exc 1.5 M above the starting point all as directed. |
| 5 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 6 | M&L for walling of random rubble masonary, uncoused, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed. |
| 7 | All as per item No. 06 above but except stone complete all as specified and directed. (Old stone obtained from demolition shall be re-used) |
| 8 | Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm to face stones and dressing of face beds and joints as specified of random rubble walling, uncoursed or brought upto courses for Granite or Trap Stone complete all as specified and directed. |
| 9 | M&L for PCC 1:2:4, type B-0 (using 12.5mm graded crushed stone aggregate) as in benching, bed plates, copings and the like including necessary formwork, complete all as specified and directed. |
| 10 | M&L for pre cast cement concrete (1:2:4), type B-1 (using 20mm graded crushed stone aggregate) set in cement mortar 1:6 as in bond stones for stone masonry and the like including necessary formwork, complete all as specified and directed. |
| 11 | M&L for flush pointing in cement mortar 1:4 to random rubble masonry, uncoursed or brought upto courses complete all as specified and directed . |
| 12 | M&L for boulder filling dry hand packed tightly as in back of wall complete all as specified and directed. |
| 13 | S&F 4mm dia galvanised steel wire 150mm x 100mm mesh , made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed. |
| 14 | M&L for Stone boulder filling dry, handpacked tightly, in vertical bunds with sloping facing, as in wire crates apron bunds (wire crate measured separately complete all as specified and directed. |
| 15 | S & F 110 mm bore PVC (SWR) pipes single socket in any length as in weep holes etc complete all as specified and directed. |
| 16 | M&L for PCC 1:2:4 type B-2 (using 40mm graded aggregate) as in surface channels and drains including necessary form work complete all as specified and directed. |
| 17 | Taking down cement plaster and raking out joints, hacking for key, scrubbing down with water built in cement mortar complete all as specified and directed. |
| 18 | M&L for rendering 15mm thick on stone masonry surfaces or surfaces other than fair faces of brick surfaces in CM (1:4) and finished even and smooth (without using extra cement) complete all as specified and directed. |
| 19 | M&L for rendering 20mm thick on stone masonry surfaces or surfaces other than fair faces of brick surfaces in CM (1:4) and finished even and smooth (without using extra cement) complete all as specified and directed. |
| 20 | (i) S&F 'W' Beam Metal crash barrier : Metal beam crash barrier (W - Beam Type) Single side Single beam of 3mm thick having width of 311mm and depth of corrugation 83mm, of total Lenght 4.318 mtr of effective length of 4.00 mtr or as per site requirement on raod side /curve/ sharpe turnes ets as per IRC : 119 - 2015 and MoRTH specification, cold formed, hot dip galvanised with minimum coating of 550 g/sqm fixed with Spacer including galvanised Nuts, bolts, washers and all accessories, alignment, drilling & fixing complete all as specified and directed.(ii) Post/Coloum : Post/Coloumn \\"U\\" Shaped to be fixed with spacer along with all nuts, bolts, and washers along road side / median / curve as per IRC : 119-2015 and MoRTH specifications, Size ; 150mm x 75mm x 5mm thick x 1800mm long \\"U\\" section or approved profile, cold formed, hot dip galvanised with minimum coating of 550 g/sqm, spaced at 2.00 mtr centre to centre. Post/ Coloumn to be embended 1.10 mtr deep below GL in concrete foundation as per direction of Engr-in-Charge.(ii) Spacer : Metal channel spacer of size 150mm x 330mm x 5mm thick \\"C\\" shaped or approved profile for fixed with metal crash barrier (W- Beam type) and metal post along road side / median / curve as per IRC : 1189 -2015 and MoRTH specification cold formed, hot dip galvanised with minimum coating of 550g/sqm, spacer at 2.00 mtr center to center or as per site requirements with galvanised nuts, bolts, washers and all acessories, alignment , drilling & fixing as directed by Engr-in-Charge.Note : (a) Rates are deemed to be included for supply of all materials, transportation, labour, tools & Plants, installation, testing, necessary reflectors and all incidental work. (b) Exavation in post holes and PCC in Foundation will be measured and paid separately. |
| 21 | Excavation in post holes (or similar holes) each not exc 0.5 cum getting out, returning filling in and rammin earth or broken rubble mixed with earth around in layers not exc 25 cm watering, and removing surplus soil to a distance not exc 50mtr and making good surface in soft/loose soil complete all as specified and directed. |
| 22 | M&L for PCC (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in foundations, fillings and mass concrete complete all as specified and directed. Please Enable Macros to View BoQ information |
