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| 1 | Excavation over area not exc 1.5m deep in hard/ dense type of soil and getting out complete all as specified and directed. |
| 2 | Excavation over area exc 1.5m but n. exc 3m deep in hard/dense soil and getting out complete all as specified and directed. |
| 3 | Excavation over areas in hard/ dense soil exc 3 m but n exc 4.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed. |
| 4 | Excavation in trenches not exc. 1.50m wide and not exc. 1.50m depth for foundation, etc or for manholes/sewage lines etc, n.exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. |
| 5 | M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete all as specified and as directed. |
| 6 | M&L for PCC 1:3:6, type C-1, 20mm graded crushed stone aggregate as in drain PCC incl fair finished drain or channel using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 7 | S&F Mild steel TMT bar 10mm dia & over, cut to length bent to shape required including cranking, bending spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed. |
| 8 | S&F Mild steel TMT bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking, bending spirally for hopping for columns, beam, chajjas etc hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 9 | Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe 290 Gde E-165, complete all as specified and directed. |
| 10 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter complete all as specified and directed. |
| 11 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter with rough finish and on flat surfaces, complete all as specified and directed. |
| 12 | M&L for form work to soffits of suspended slabs such as roof , floor slabs, landing or similar work, n.exc 200mm thick (horizontal or sloping), flat rough finished complete all as specified and directed. |
| 13 | M&L for RCC M-30 (using 20mm graded aggregate ) as in foundation of column footings Plinth Beam, bases for column, basement slab etc complete all as specified and directed. |
| 14 | M&L for RCC M-30 (using 20mm graded aggregate ) as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footing, including attched pilaster and buttresses, complete all as specified and directed. |
| 15 | M&L for RCC M-30 (using 20mm graded aggregate ) as in slab supported on walls, beams and columns in floors, roofs, landing, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed. |
| 16 | M&L for reinforced precast cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in landings, cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary form work, set in CM 1:4 complete all as specified and directed.Note : Reinforcement shall be measured and paid for separately. |
| 17 | M&L for old size brick work with sub class 'B' briick straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed |
| 18 | M&L for rendering 15mm thick wall plaster in cm (1:4) on fair faces of brick work or concrete surfaces including finished even & smooth without using extra cement with water proofing compound, complete all as specified and directed. |
| 19 | Supply only Integral water proofing compound, complete all as specified and directed. |
| 20 | M&L for preparing new plastered surfaces of walls with two coats cement base paint on wallls over a coat of alkali resistant paint complete all as specified and directed. |
| 21 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick in each layers complete all as specified and directed. |
| 22 | Removing excavated material n exc 50m and depositng where directed at a level n.exc 1.5m above the starting point (ncl filling in floor) for any type of soil complete all as specified and directed. |
| 23 | S&F 110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor, complete all as specified and directed. |
| 24 | S&F 110 mm (OD) ,3 layer PP-R (Polypropylene random Co-polymer) concealed pipes SDR 7.4 (PN-16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & Brass threaded polypropylene random fitings laid in trenches, complete all as specified and directed. |
| 25 | S&F 110mm bore, PVC (SWR) bends any radius, complete all as specified and directed. |
| 26 | S&F 110mm bore, PVC (SWR) Junction Single, (Single T) equal or Unequal, complete all as specified and directed. |
| 27 | S&F 110mm bore, PVC (SWR) Junction Single,(Single T) equal or Unequal, complete all as specified and directed. |
| 28 | S&F of 300 mm bore reinforced concrete pipe class NP-3 laid, jointed with collar in neat cement slurry with and including one coller for each length of pipe complete all as specified and directed. |
| 29 | M&L for concrete bed in PCC 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipe complete all as specified and directed. |
| 30 | M&L for PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in coping including necessary form work complete all as specified and directed. |
| 31 | S&F uPVC pipes (SCH-40) of 150mm dia in any length and fixed in any position including inverted earthen pots with holes on top complete all as specified and directed. |
| 32 | M&L for earth filling under floors or in foundation including watering and well ramming ihn layers n exc 25 cm thick with excavated materials.complete all as specified and directed. |
| 33 | M&L for broken bricks loose filling with aggrgate of gauge 80 to 150 mm soakage well rain water harvesting pits, complete all as specified and directed. |
| 34 | M&L for broken stone boulder hardcore of gauge n exc 63 mm deposited spread and levelled in layers n exc 15 cm thick water and rammed to true surface, complete all as specified and directed. |
| 35 | M&L for coarse sand filling under floors or in foundation including watering and consolidation, complete all as specified and directed. Please Enable Macros to View BoQ information |
