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| 1 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out in soft/loose soil ,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, |
| 2 | Removing, excavated material n.exc 50 m and deposited where directed at a level n.exc 1.5m from the starting point. |
| 3 | M&L PCC (1:3:6)Type C2 using 40mm graded stone aggregate as in foundation mass concrete complete all as specified. |
| 4 | S & F steel work in tubular trusses incl special shaped washer etc complete using ERW ,RSH SSH or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and as directed. |
| 5 | S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates all as specified |
| 6 | S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment all as specified |
| 7 | S&F mild steel for wind ties for roof including securing bolts ,incuding cutting tops to shape as directed , drilling holes and similar works conforming to Fe-290 Gde E-165 |
| 8 | M&L Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws as specified. |
| 9 | M&L or preparation of new or previously untreated steel surface of any description not otherwise described , n.exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge |
| 11 | M&L Rolling consolidating formation surface by rolling with 8 to 10 ton roller complete all as specified |
| 12 | M&L hard core of gauge not exceeding 63 mm deposited spread and levelled watered and well rammed to a true layers complete |
| 13 | M&L PCC 1:4:8 type D 2 100 mm thick by using 40 mm graded curshed stone aggregate as in floor finishes complete all as specified including necessary formwork. |
| 14 | M&L PCC 1:2:4 type B2 100 mm thick by using 40 mm graded curshed stone aggregate as in floor finishes complete all as specified including necessary formwork. |
| 15 | M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound with sealing compound of Grade 'B' material,complete all as specified and as directed by the EIC. |
| 16 | M&L for Demolition of PCC block masonry built in any cement mortar complete |
| 17 | M&L Pre-cast cement concrete block masonry with solid blocks of mix (1:3:6) type C1 exc.10 CM in width and setting in cement mortar (1:6) Complete complete all as specified and directed. |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains, for shafts, wells, cesspits, manholes, pier holes, etc (not exceeding 1.5m in width or 10 sqm on plan), all kind of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete for getting out in all kind of soil as specified and directed. |
| 19 | M&L for providing cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 20 | M&L for RCC (nominal mix) Type A-1,1:1.5:3 (20mm graded aggregates) for foundation footings foundation beams plinth beams bases for column etc underreamed piles and mass concrete all as specified and directed. |
| 21 | M&L for RCC (nominal mix) Type A-1,1:1.5:3 (20mm graded aggregates) for coloumms , pillars, piers , posts and struts all as specified and directed. |
| 22 | M&L Form work to sides of concrete foundations, footings bases of columns, rafts and raft beams, side and soffits of fdn and plinth beam and similar work, vertical or to better for flat rough finished surfaces of concrete complete all as specified. |
| 23 | M&L Form work to sides of pillars, posts struts, piers, columns and stanchions of rectangular/square for rough finished surface of concrete. |
| 24 | M&L mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and incl mild steel wire (annealed)n, less than 0.9mm dia complete all as specified. |
| 25 | All as per item No 24.00 above. but 5mm dia and over upto and including 10mm dia for stirrups spaces and binders complete all as specified. |
| 26 | M&L for rendering 5mm thick on fair faces of concrete surface in CM 1:3 and rendering is to be finished even and smooth with out using extra cement |
| 27 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. all as specified and as directed by Engineer-in-Charge. |
| 28 | S & F for MS Framed work by fabrication such as grills, gratings, etc, with ends of bars shouldered and/or riveted, or forged into spike, framed guard bars, barred iron doors, ladders, framed balusters, waik ways railing framed of watertanks etc including portions framed and hung as gates including pintle hinges, stops, hand-made sliding bolts etc conforming to Fe-290, Gde- E-165, complete all as specified and directed. |
| 29 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured. |
| 30 | Supply and fixing galvanised steel punched type concertina coil 1050 mm dia when stretched (stretched to 8 mtr length) placing on top of the wall inside the Angle iron horns/GI barbed wire, tying with necessary GI wire complete all as specified and directed. |
| 31 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for. |
| 32 | M&L for 75 mm thick plain cement concrete type C-2 1:3:6 (using 40mm graded aggregate) as in sub base complete all as specified. |
| 33 | M&L for sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness as specified and directed. |
| 34 | Supplying & laying 400 micron thick HDPE sheet( virgin quality) water proof,wrinkle free without puncture having minimum weight 390gm/sqm over tack coat as specified in the design with overlap betweenadjacent stripsand at transverse jointsas minimum 300 mm |
| 35 | M&L Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less |
| 36 | M&L Rendering 15mm thick in CM (1:4) on block masonry surfaces finished even and smooth without using extra cement. complete all as specified and directed |
| 37 | M&L for providing cement concrete type B-1, 1:2:4 (using 20mm graded crushed stone aggregate) as copings, kneelers, apex stones, bed plates complete all as specified and directed. |
| 38 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr deep for foundation etc or for shafts, wells, cess pits, man holes, pier holes etc n.exc. 10 sqm on plan and n exc 1.50m in depth and getting out in soft/loose soil. |
| 39 | All as per item No. 38.00 above but in hard/dense soil. |
| 40 | All as per item No.38.00 above but exc 1.5 mtr deep and n.exc 3 mtr deep in hard/dense soil. |
| 41 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soil |
| 42 | M&L for Removal of excavated material (soils) to a distance n.exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point. |
| 43 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including the pipe inserted in Man holes ,culvert, walls etc, for undermentioned drain pipes, including removal of rubbish outside MD land :- |
| 44 | 150mm dia |
| 45 | 200mm dia |
| 46 | 300mm dia |
| 47 | M&L for providing cement concrete 1:3:6 type C-2 bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for :- |
| 48 | 150mm bore of pipe |
| 49 | 200mm bore of pipe |
| 50 | 300mm bore of pipe |
| 51 | M&L for PCC block masonry with precast cement concrete type 1:5:8 (20mm graded aggregate) solid blocks exc 10cm in width and setting in cement mortar 1:6. |
| 52 | All as per item No. 45 above, but except PCC blocks. |
| 53 | M&L for rendering 15mm thick in CM 1:4 mixed with water proofing compound on PCC block masonry surfaces finished even and smooth without using extra cement as specified. (Note : Supply only WPC will be measured and paid separately) |
| 54 | Supply only intergal water proofing compound |
| 55 | M&L for plain cement concrete 1:3:6 Type C2 using 40mm graded stone aggregate as in foundation filling and mass concrete for manholes ,chambers and for similar work complete all as specified and directed. |
| 56 | Extra for forming fair finished drain or channel Upto 30 cm inner grith. using extra cement including forms moulded etc complete all as specified and directed for the following inner girth of drain. |
| 57 | Demolition of cement concrete (reinforced) of any description and in any position not other wise specifically provided for and removing debris outside the MD land. |
| 58 | M&L for providing precast reinforced cement concrete of type B1 (1:2:4) (using 20 mm graded stone aggregate) as in cover slabs for drain set in cement mortar (1:4) Note : Reinforcement shall be measured and paid separately. |
| 59 | M &L for laying of DWCPE(SN8) 300(OD)/260(ID) mm diameter Pipes laid on 150 mm thick bed with excavation depth (0.70m - 1.65m) in any type of soil/rock, including manholes/drop manhole of standard size made of Brick masonry/ RCC/Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional. |
| 60 | M & L for laying of DWCPE(SN8) 300(OD)/260(ID) mm diameter Pipes laid on 150 mm thick bed with excavation depth (1.65 - 2.30) in any type of soil/rock, including manholes/drop manhole of standard size made of Brick masonry/ RCC/Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional. |
| 61 | M&L for laying of DWCPE(SN8) 200 (OD)/175(ID)mm diameter Pipes laid on 150 mm thick bed with excavation depth (0.70m – 1.65 m) in any type of soil/rock, including manholes/drop manhole of standard size made of Brick masonry/ RCC/Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional. |
| 62 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) with PCC 1:2:4 type B-1(using 20 mm graded stone aggregate) and surface finished even for 150mm dia pipe complete all as specified and directed. |
| 63 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) with PCC 1:2:4 type B-1(using 20 mm graded stone aggregate) and surface finished even for 200mm dia pipe complete all as specified and directed. |
| 64 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) with PCC 1:2:4 type B-1(using 20 mm graded stone aggregate) and surface finished even for 300 mm dia pipe complete all as specified and directed. |
| 65 | M&L for Blocking up the entry of manholes / chambers of any size/depth and dewatering/pumping out or by any other means of effluent dirty liquid by 7.5 HP non clogging diesel driven pump (including necessary fuel and T&P etc) from Man holes/chambers of any capacity and removing/collecting/ transporting the effluent dirty liquid and sludge to distance exceeding 500m and n.exc 5 km outside the defence land area in covered/closed containers and cleaning the manholes with fresh water after wards opening the inlet of manhole for re-use complete all as specified and directed. |
| 66 | M&L for cutting of road for laying of sewage line of depth n exc 1.5 mtr and moving out and making surface even & smooth with power roller, complete all as specified and directed. |
| 67 | M&L for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm 4% binder paving bitumen content VG-30 by weight of total mix, laid by mechanical paver and hot mix plant, levelled rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform gradient and camber smooth surface incl cleaning existing road top, mud etc as specified and directed. |
| 68 | M & L for Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface as specified I and directed. |
| 69 | M & L for 75 mm thick Cement concrete type c-2 , 1:3:6 (40mm graded aggregate) as in sub base under interlocking tiles complete all as specified and directed. |
| 70 | M & L for 60mm thick (M-35 mix) with grey cement and pigments, glossy ruber mould interlocking tiles (paver block red & yellow colour topping ) confirming to IS 15658-2006 laid over 30mm thick compacted sand bed , size & pattern of tiles complete all as specified & directed. Note:- Sand cushion will be measured and paid seprately. Please Enable Macros to View BoQ information |
