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| 1 | Excavation over areas, n exc 1.5 m deep and getting out, in any type of soil complete all as specified and directed. |
| 2 | Excavation over areas, exc 1.5m but n exc 3.0 m deep and getting out, in any type of soil complete all as specified and directed. |
| 3 | Excavation over areas, exc 3.0 m but n. exc 4.50m deep and getting out, in any type of soil complete all as specified and directed. |
| 4 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out and getting out in hard and dense soil complete all as specified and directed. |
| 5 | Excavating in trenches, exc 1.5 m and n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 3.0 m in depth and getting out and getting out in any type of soil complete all as specified and directed. |
| 6 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed/broken stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed. |
| 7 | Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed/broken stone aggregate as in surface channels and drains, complete all as specified and directed. |
| 8 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm depth , complete all as specified and directed. |
| 9 | Removal of excavated material to distance exceeding 500 metre but n.exc 1.5 Km and depositing where directed at a level not exceeding 1.5 metre above the starting point , complete all as specified and directed. |
| 10 | Moorum /red bajri filling as in sub base for floors or pavings, laid in layers n.exc. 15cm thick, spreading, leveling and ramming including watering complete all as specified and directed. |
| 11 | Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed ) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 12 | Mild steel TMT bars 6 to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips complete all as specified & directed. (Stirrups) |
| 13 | Form work to soffits of suspended slabs such as roof slabs rough finished surface of concrete flat not exc 200mm thick complete all as specified and directed. |
| 14 | Formwork to sides and soffits of flat floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc to Rough finished surfaces of concrete complete all as specified and directed. |
| 15 | Mild steel round bars 10mm dia and over cut to length, bend to shape required as rungs complete all as specified and directed. |
| 16 | Framed work such as Gates, grills, gratings, etc with ends of bars shouldered and / or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, raillings, frame work of water tanks and similar work confirming to Fe-290 grade E-165, complete all as specified & directed by Engineer-in-charge. |
| 17 | Preparation of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 18 | Rendering 15mm thick in Cement and Sand mortar 1:4 over brick or concrete surfaces finished even and fair without using extra cement complete, all as specified and directed. |
| 19 | Reinforced cement concrete type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) as in beams, lintels over 1.5 metre span and the like complete all as specified and directed (reinforcement shall be measured and paid for separately). |
| 20 | Brick work with sub class ‘B’ bricks old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified & directed. |
| 21 | Broken bricks Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells and rain water harvesting complete all as specified & directed. |
| 22 | Broken bricks Loose filling with aggregates of gauge 40 to 80 mm in soakage pits, soakage wells and rain water harvesting complete all as specified & directed. |
| 23 | Hardcore broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 24 | Loose filling with sand Spreading and levelling in layers n exc. 25 cm thick in soakage pits, soakage wells , complete all as specified and directed. |
| 25 | Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in cement mortar 1:4 complete all as specified & directed. |
| 26 | PVC (SWR) rain water pipe, 110mm bore, single socketed in any length with rubber ring joints, fixed to walls with MS clamps made out of flat iron of size 25mm x 3mm including nuts bolts etc, complete all as specified and directed. |
| 27 | PVC (SWR) pipe, 110mm bore, single socketed in any length with rubber ring joints, laid in floors in trenches, complete all as specified and directed. |
| 28 | 200mm HDPE Pipes PN 10, laying and fittings include for jointing and jointing materials.in any length laid in trenches or in floors complete all as specified and directed. |
| 29 | Providing precast cement concrete Type B1 1:2:4 (20mm graded aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, eatherings, throating etc. and setting in cement mortar 1:6 mortar complete with joints to match, complete all as specified and directed |
| 30 | Drilling of hole in any stata of soil upto 17 metre depth by mechanical percussion or rotary ring method below ground level including electric logging through any type of strata soil/rock disposal of soil within 10 mtr keeping space for pea gravel packing and including lowering and extraction of perforted PVC pipe of dia 200mm complete all as specified and directed. |
| 31 | 200mm HDPE perforated Pipes PN 10, inserted in bore hole, included fixing of filter cloth around the pipe for boring for recharging ground water with rain water harvesting , maximum depth upto 15m , complete all as specified and directed by Engr-in-charge. Note :- Rates included all material , labour and machinary used for complete job of bore. |
| 32 | 50mm thick cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection & paving, finished even & smooth without using extra cement. complete all as specified and directed. Please Enable Macros to View BoQ information |
