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| 1 | DESCRIPTION OF ITEMS |
| 2 | Demolition of cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channel and drain complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed by Engineer-in-Charge. |
| 5 | M & L for rendering 5mm thick cement plaster on fair faces of concrete surfaces in CM 1:4 to be finished even and smooth ( without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 6 | Demolition of cement concrete re-inforced of any description not otherwise specially complete all as specified and directed by Engineer-in-Charge. |
| 7 | M & L for Precast RCC 1:2:4 type B-1 (Using 20mm graded stone aggregate) as in cover slab, shelves etc set in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 8 | M & L for TMT Mild steel 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 including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 9 | Cleaning / removal of blockage from EWC/IWC/Gully traps/floor trap/wash hand basin etc choked with mud and other accumulated solids, semi solids etc with proper cleaning rubber bush/other instruments and cleaning with water for proper functioning of same complete all as specified and directed by Engineer-in-Charge. |
| 10 | Cleaning/clearing of manhole of any description any size and depth and removing sludge and accumulated solids/semi solids with proper equipment and washing down with water for smooth functioning of sewage line and man hole as specified and waste obtained shall be removed to a distance exceeding 200 m and not exceeding 250m and buried in ground complete all as directed by Engineer-in-charge. |
| 11 | Taking down existing cover of septic tank any type and cleaning of same including dewatering and digging out sludge , mud state and removing the sludge to a distance exc 250m and n. exc 500m and disposed off as directed including cleaning of inlet & outlet pipes and tank with clean water and placing the cover in position, complete all as specified and directed. Note: The measurement shall be taken actual depth of fluid including sludge, mud etc and inner size of septic Tank for computing cubical content |
| 12 | Taking down existing cover of Soak well size of any size and cleaning of same including mud state and removing the sludge to a distance exc 250m and n. exc 500m and disposed off as directed including cleaning of inlet and tank with clean water and placing the cover in position, complete all as specified and directed. Note: The measurement shall be taken actual depth of fluid including sludge, mud etc and inner size of septic Tank for computing cubical content |
| 13 | M&L cleaning of sewage line, SWG/CI /Pvc pipe or RCC pipe vertically/horizontally of dia n.exc 150 mm by rodding well flushing by using sufficient water and making it to clear for easy flow of sewage from WC, gully trap, Nahani trap including desludging of and making it the proper functional to entire satisfaction of Engineer-in-Charge and removing the sludge, silt etc to a distance n.exc 500m and burying it in pits and covering with earth complete all as specified and directed at site complete to entire satisfaction of Engr-in-Charge. |
| 14 | Restraining , resecuring including making good staples in repair 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) complete all as specified and directed by Engineer-in-Charge. |
| 15 | S & F in repairs 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) complete all as specified and directed by Engineer-in-Charge. |
| 16 | Dismantling fencing wire mesh, any type complete all as specified and directed by Engineer-in-Charge. |
| 17 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 18 | Excavating in post holes (or similar holes) in solf and loose soil each n exc 0.5cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by Engineer-in-Charge. |
| 19 | S&F MS angle iron as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 20 | S&F 5 to 10mm diameter of neck mild steel screw bolts(machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with hexagonal or square washers and one nut length of bolt exc 10cm and n. exc. 15 cm long, complete all as specified and directed by Engineer-in-Charge. |
| 21 | Supply& fixed 10mm dia & over mild steel round/TMT bar conforming to Fe-410 or Fe-310-0 as in tie bars for chain link fencing including necessary fabrication, cutting to length bending to shape as required, etc complete all as specified and directed by Engineer-in-Charge. |
| 22 | Supply for Chain link MS galvanisd fencing any size or type including line wire straining boldts etc rails & binding wire complete all as specified and directed by Engineer-in-Charge. |
| 23 | 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 directed by Engineer-in-Charge. |
| 24 | Demolition of brickwork or stone/boulder masonary, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facing, dressed stonework and precast concrete articles and block walling. complete all as specified and directed by Engineer-in-Charge. |
| 25 | M & L Precast cement concrete block masonry with solid bloks exc 10 cm width and setting in cement mortar 1:6 type C1 1:3:6 (20 mm graded agg) complete all as specified and directed by Engineer-in-Charge. |
| 26 | M & L for precast cement concrete Block Masonary (except block) and setting in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 27 | M & L 15 mm thick cement plaster with water proofing compound on fair faces of brick work or concrete surface on wall in CM 1:4 finished fair and even complete all as specified and directed by Engineer-in-Charge. (Water proofing compound measured separately) |
| 28 | M & L 15 mm thick cement plaster with other than fair faces of brick work or concrete surface on wall in CM 1:6(outside of man hole upto 150 mm below GL) finished fair and even complete all as specified and directed by Engineer-in-Charge. |
| 29 | M & L for rendering 15 mm thick cement plaster on fair faces of brick work or concrete surfaces in CM 1:4 to be finished even and smooth ( without using extra cement) including taking down plaster complete all as specified and directed by Engineer-in-Charge. |
| 30 | M&L for Preparation of new (Previously untreated) plastered surfaces of walls and applying two coats of cement based paint on walls, complete all as specified and directed by Engineer-in-Charge. |
| 31 | Supply only Integral water proofing compound, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Dismantling Stone slabs and tiles of any description or thickness in floors, aprons laid ,badded and pointed in any mortar etc c complete all as specified and directed by Engineer-in-Charge. |
| 33 | M&L for machine cut kota stone slab flooring 20-25mm thick over 20mm thick cement screed bed in 1:6 CM laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer-in-Charge. |
| 34 | M&L for machine cut Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over 15 mm thick back cement screed bed in CM 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L for non-skid ceramic coloured tiles 7 to 8mm thick area of each tile exceeding 0.11 Sqm but n exc 0.18 sqm set and jointed in neat cement slurry and pointed in white or coloured cement to match as in floor over and including 15mm thick screed bed in CM 1:6 mixed etc complete including dismantling complete all as specified and directed by Engineer-in-Charge. |
| 36 | M & L for galzed ceramic coloured tiles 300X450X 7 mm thick on walls etc set & jointed in neat cement slurry & pointed in white or coloured cement to match the surfaces over &.incl 10mm thick rendering in cement mortar 1:4 for laying wall tiles etc complete all as specified and directed by Engineer-in-Charge. |
| 37 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate as in foundation etc complete all as specified and directed by Engineer-in-Charge. |
| 38 | M&L for raised pointing to randam polygonal rubble, uncoursed or brought upto courses in Cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 39 | Raking out joints/pointing built in cement mortar to random rubble or polygonal rubble uncoursed or brought up to courses, washing the joints and removing rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 40 | M&L for stone walling of random rubble uncoursed well bonded, bedded and solidly hearted, built in Cm 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 41 | All as pe Sl No 39 above but exept stone complete all as specified and directed by Engineer-in-Charge. |
| 42 | S&Fin repair 75mm bore PVC (swr)pipes for weep holes, any length, complete all as specified and directed by Engineer-in-Charge. |
| 43 | S&F in repair of 110mm bore of PVC (SWR) pipes single socketed in any length with rubber ring joints laid on wall / floor with clip complete all as specified and directed by Engineer-in-Charge. |
| 44 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry with grey cement and pigment etc, laid over screed bed 15mm thick in CM (1:6), complete all as specified and directed by Engineer-in-Charge. |
| 46 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-40 Grade etc complete all as specified and directed by Engineer-in-Charge. |
| 47 | M&L for sand filling for cusion in pavings, laid in layer n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and directed by Engineer-in-Charge. |
| 48 | M&L for 75mm thick PCC 1:3:6 of type C-2 using 40mm graded stone agrregate as in sub base etc complete all as specified and directed by Engineer-in-Charge. |
| 49 | M&L for 40 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as Cement concrete in floor, Finishing cement concrete surface even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 50 | Dismantling wrought iron or mild steel work of any description as provided for Roof trusses, trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) complete all as specified and directed by Engineer-in-Charge. |
| 51 | S&F Joist, channel, angle, or tee sections,beam section etc fixed independently, with or without connecting plates, etc. Fe 410 W Gde E 250 quality A complete all as complete all as specified and directed by Engineer-in-Charge. |
| 52 | M & L for preparation of new steel or iron surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
