|
| 1 | Demolition and breaking up drain pipes (Salt glazed ware, AC, Reinforced concrete, Dwc etc) of dia 200 mm set in cement mortar |
| 2 | Demolition and breaking up drain pipes (Salt glazed ware, AC, Reinforced concrete, Dwc etc) of dia 300 mm set in cement mortar |
| 3 | M&L for DWCPE (SN8) 200(ID nominal) mm diameter pipes laid on bedas per IS code 16098 part-II complete all as specified and directed |
| 4 | M & L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in bed, including packing under, and haunching against the sides of pipes after they are laid and tested for pipe of size 200 mm complete all as specified. |
| 5 | M&L FOR DWCPE (SN8) 300(ID nominal) mm diameter Pipes laid on bed as per IS code16098 Part-II complete all as specified and directed |
| 6 | M & L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in bed, including packing under, and haunching against the sides of pipes after they are laid and tested for pipe of size 300 mm complete all as specified. |
| 7 | Demolition of brickwork build in cement mortar. |
| 8 | M&L brickwork with sub class 'B' bricks straight or curved on plan exc 6.0 m radius built in cement mortar 1:4 complete all as specified and directed. |
| 9 | Excavating in trenches manually, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. |
| 10 | Excavating in trenches manually, n exc 1.5m wide and exc 1.5m but not exc 3.0m in depth ; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. including timbering arrangement as per SSr Part-I |
| 11 | Excavating in trenches by mechanical means (hydraulic excavator) in foundation trenches or drains n exc 10sq m on plan and n exc 1.5m wide and getting out the excavated soil and disposal of surplus as directed within a lead of 50m. including timbering arrangement as per SSr Part-I |
| 12 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 13 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point |
| 14 | M&L 15 mm thick cement plastering in CM (1:4) with water proofing compound (WPC) on fair faces of brickwork or concrete surface finised even and smooth without using extra cement complete all as speciifed and directed. (WPC measured and paid for separately) |
| 15 | Supply only water proofing compound ISI marked. |
| 16 | Cutting into existing manholes for connecting new drains of 200 to 300 mm dia , making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required |
| 17 | M&L extra for forming of fair finish drain or channel 30 cm inner girth incl forms,moulds , mit-tred/stopped extra all as specified and directed. |
| 18 | Add or deduct for each 25mm girth or part thereof over or under 30cm using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified. |
| 19 | PCC 1:2:4 type B1 using 20 mm stone aggregate as in benching / coping complete all as specified and as directed. |
| 20 | Demolition of cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified |
| 21 | RCC septic tank designed to carry sewage and sullage water, exc in any type of soil, PCC 1:4:8 below foundation,RCC M-30 Design mix in walls, base slab, baffle walls and roof slab incl beams etc with Vent shaft, manhole opening with cover connection etc, complete with effective depth of 1.5m and overall depth of 3 metre for 150 users as per drwg no btd-016. |
| 22 | Soakage wells(2.4m diax3.0m effective depth) excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats as per drwg no Btd-804. |
| 23 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified |
| 24 | Precast RCC 1:2:4, tyoe B-1 using 20mm graded crushed stone aggregates as in manhole cover slabs etc set in cement mortar 1:4 including necessary formwork complete all as specified. Note: Reinforcement will be measured and paid separately. |
| 25 | Mild Steel TMT bars 6-8mm dia, 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 0.9mm dia or securing with clips complete all as specified. |
| 26 | Mild Steel TMT bars 10mm dia & 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 0.9mm dia or securing with clips complete all as specified. |
| 27 | M&L RCC M-30 (20 mm graded aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete conmplete all as specified and directed. |
| 28 | M&L RCC, M-30 (20 mm graded aggregates) as in walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses conmplete all as specified and directed. |
| 29 | M&L RCC, M-30 (20 mm graded aggregates) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like conmplete all as specified and directed. |
| 30 | M&L fair finished Formwork flat/ curved 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; verticle or to batter etc cpmplete all as specified and directed. |
| 31 | M&L fair finished Formwork flat/ curved to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better etc cpmplete all as specified and directed. |
| 32 | M&L fair finished Formwork flat/ curved to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping)r etc cpmplete all as specified and directed. |
| 33 | Dismantling posts or struts (wood, steel or RCC) any section embeded in conc, brickk work, etc, incl taking out embeded portion and making good disturbed ground, complete all as specified |
| 34 | Excavating in post holes or similar holes each n.exc 0.50 Cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers n exc 25cm watering and ramming surplus soil to a distance e exc 50m and making good as in soft/loose soil |
| 35 | M&L PCC 1:3:6 type C2 using 40mm graded stone aggregate in foundation, post holes, filling and mass concrete, etc all as specified |
| 36 | M&L for mild steel work as in post and struts in fencing including cutting tops to shape, as directed, drilling holes, notching for wire etc, flat iron fillets, etc incl all necessary drilling, bolting or riveting, welding etc and including embeding in concrete etc; complete all as specified |
| 37 | S&F Mild steel Round bars 10 mm 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 and as directed by Engineer-in-Charge. |
| 38 | S&F Mild steel screw bolts (machine made) with10 mm dia of neck and 40 mm long, hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut complete all as specified and as directed |
| 39 | Dismantling fencing wire mesh any type, complete all as specified and as directed. |
| 40 | Supply only mild steel galvanised chain link fencing of mesh size 50mm x50 mm/100x100 and dia of wire not less than 3 mm etc complete all as specified and as directed by Engineer-in-Charge. |
| 41 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed |
| 42 | S&F galvanised, 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 65mm to 75mm spacings and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line of wire to be measured), complete all as specified |
| 43 | M&L for preparation of new steel and iron surfaces of any description n. exc 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified. |
| 44 | M&L for preparation of new steel and iron surfaces of any description exc 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified. |
| 45 | M&L Preparing surface and treating ends of posts etc., and treated with tar or coal tar black paint area n exc 0.5 sq. m each, complete all as specified and directed. |
| 46 | 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. exc 10 sq m on plan and n exc 1.5 m in depth and getting out all as specified and directed |
| 47 | 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. exc 10 sq m on plan and exc 1.5m n exc 3.0 m in depth in Soft and loose Soil and getting out all as specified and directed |
| 48 | 200 mm thick solling except material (metal to be reused retrived vide item no 1 above) interstics filled, surface formed and rolled and consolidated to required gradient and camber . |
| 49 | 100mm thick ( compacted thickness ) WBM except material (metal to be reused retrived vide item no 1 above) stone, sand stone flin t or guartzite of grading II randing from 63mm to 40mm, hollows blinded with and including screening with moorum, watered. consolidated each layer separately to the required graidient and camber with 8 to 12 tonne power roller complete all as specified. |
| 50 | M&L for Hardcore of guage exc 63mm but n exc 100mm, deposited spread and levelled in layers n exc 15cm thick, watered and rolled/rammed to a true surface. |
| 51 | M&L 25mm thick Sand filling under floors or in foundation complete all as specified & directed. |
| 52 | M&L cement concrete type D2, 1:4:8 (40mm graded stone aggregate) as in sub floors, add Rough and ready to receive further finish., complete all as specified. |
| 53 | M&L 60mm thick machine pressed precast concrete inter-locking tiles M-35 any shape , size, colour/pattern(as approved) over and including 25mm thick sand bed/cushioning, complete all as specified. Please Enable Macros to View BoQ information |
