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| 1 | Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified. |
| 2 | Demolition of Stone slabs and tiles of any description or thickness laid bedded and pointed in any mortarin floors, aprons etc. |
| 3 | Demolition of brick or stone boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, precast concrete articles etc but excluding ashlar facings, dressed stone works and ,complete all as specified. |
| 4 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc and including removal of debris and rubbish from the site complete all as specified. |
| 5 | M&L for 15 mm thick plastering in cement mortar (1:4) on brick or concrete surfaces including rendering on fins, fascias, chajja, parapets etc and finishing the surfaces even and fair (without using extra cement) complete all as specified. |
| 6 | M&L for preparation ofnewly plastered surface of wall and applying Two coats of wheather proofing exterior acrylic emulsion paint over a coat of primer premium quality complete all as specified |
| 7 | M&L for brick work with sub class \"B\" old size brick, straight or curved on plan exc 6.0 mtr mean radius built in cement mortar 1:6 etc complete all as specified. |
| 8 | M&L for screed bed or bedding layer of mortar 20 mm thick in cement mortar (1:6)for bedding of tilescomplete all as specified. |
| 9 | M&L 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win dow-cills, cooking plat forms and like in cement mortar (1:4) including point ing in white cement (1:2) us ing marble dust with admix ture of pigment to match with shade of granite complete all as specified. |
| 10 | M&L for Providing precast cement concrete louvres and jallies, 40 mm thick type B-0 1:2:4 (using 12.50 mm graded stone aggregate (measured solid), including all mouldings but excluding frame , set in cement mortar (1:6) complete all as specified and as directed. |
| 11 | M&L for Providing precast cement concrete type B-1 1:2:4 (using 20 mm graded stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar 1:4 complete with joints to match. |
| 12 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition ) of any description in any position not specifically provided completecomplete all as specified. |
| 13 | M&L for providing reinforced cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregate) as infoundations including rafts, footing, column, plinth beams coping supported on walls,and the like complete all as specified. |
| 14 | M&L for mild steelTMT bars 10mm 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 0.9mm dia or securing with clips complete all as specified and directed. |
| 15 | M&L for mild steel TMT bars 5 mm dia and over, upto and including 10 mm dia as in stirrups,cut to length, bent to shape required including cranking, bending 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 etc complete all as specified and as directed. |
| 16 | M&L for Use and waste of form work to sides of concrete foundations, footing, columns, raft beams, sides and soffits of plinth beams and similiar worksetccomplete all as specified and directed. |
| 17 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, coping, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed. |
| 18 | M&L for cement concrete type C-1 1:3:6(using 20 mm graded stone aggregate) as in surface channel and drains etc complete all as specified. |
| 19 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. |
| 20 | M&L for PCC 1:2:4 type B1 (using 20mm graded stoneaggregates) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. |
| 21 | S&F SFRC manhole/drain cover 75 mm thick factory made with plain surface as per requirement including 75 X1.5 mm flat iron frame all around the cover complete all as specified and as directed. |
| 22 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 23 | S&F mild steel in framed work as in doors or steel gates of tubular section, angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe- 290.Gde-E-165 complete all as specified. |
| 24 | S&F 1.60 mm thick Mild steel, plain, blacksheet in wall cladding,steel gates and similarwork, cut to size, holespunched; includinground headed screws,clout nails or rivetsand fixed to wood orsteel framing withplain40 mm lap jointswith riveted or weldedseams, including bendingor turning up, mitredangles, etc. as required. |
| 25 | S&F Mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes for notching ofwire, etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified. |
| 26 | M&L for excavating in post holes (or similar holes) each n.exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in soft and loose soil complete all as specified. |
| 27 | M&L for cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified. |
| 28 | S&F in repair Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type ofstandard rails straining bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc comlete all as specified (each line wire to be measured). |
| 29 | S&F in repair re-inforced punched concertina coil of 600 mm dia (chrome razer or blade wire) with barbed tape of 0.50 mm thick galvanised steel steel sheet or core wire of dia 2.5mm of high tensile steel wire including galvanised mild steel staple/clips for tying at crossing etc complete all as specified. |
| 30 | Dismantling fencing wire mesh, any type complete all as specified and as directed. |
| 31 | 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. |
| 32 | Supplying only Chain link MS galvanised fencing, any size or type complete all as specified. |
| 33 | S&F 11 to 15 mm dia of shank mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other end,or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut but length exc 5 cm and n exc 10 cm long all as specified. |
| 34 | S&F Mild Steel round bar 10 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 for Gd.I, Fe-432 (Part I) complete all as specified. |
| 35 | Dismantling of asbestos cement sheet or plain or corrugated steel sheeting (corrugated, semicorrugated, etc.) in roof coverings or on wall cladding complete all as specified & directed. |
| 36 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with selftapping screws as specified & directed. |
| 37 | S&F in repair steel rolling shutter of thickness 1.00 mm without ball bearing as specified including top cover , anchoring rod , hasp and stapleand one shop coat of primer erected in position, gear operated type with bevel gear box and crank handle complete all as specified. |
| 38 | S&F Ball bearing for rolling shutters complete all as specified. |
| 39 | M&L for prepration of new Steel surfaces of any description, not otherwise described, over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide complete all as specified |
| 40 | M&L for preparing old painted surfaces of steel and iron surfaces over 10 cm in width or girth by cleaning, sand papering, brushing with wire brushes, scrapping by steel scrappers etc and applying one coat of synthetic enamel paint to give an even and smooth surface having no sign of brush marks complete all as specified . |
| 41 | M&L for 75 mm thick cement concrete type D-2 1:4:8with )using 40 mm graded stone aggregates) asin sub base of flooring etc complete all as specified. |
| 42 | M&L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved, design & pattern as in footpath , parks , lawns,drive ways or light traffic parking etc. of required strength , thickness & size/shape, made by table vibratory method using PU mould , laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand , compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling joints with sand andcutting of paver block as per required size and pattern,finishing and sweeping extra sand. Complete all as specified |
| 43 | M&L for screed bed or bedding layer of mortar 20 mm thick in cement mortar 1:6for laying floor finishescomplete all as specified. |
| 44 | M&L for 22-25 mm thick chequered designer coloured tiles (matt/glass finish), size, colour and shape as approved by GE, set and jointed in neat cement slurry and pointed with coloured cement to match etc complete all as specified as directed. |
| 45 | M&L for 100 mm thick cement concrete (1:2:4) type B-1 with using (20 mm graded crushed stone aggregates) asin Hardstanding complete all as specified. |
| 46 | M&L Forming contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound grade \"A\". Complete all as speicified. |
| 47 | M&L for cement concrete type B0 1:2:4 (using 12.50 mm graded stone aggregate) as in coping benching, gola, slightly rounded and similar items complete all as specified and as directed. |
| 48 | Desludging of manholes mechanically by removing all loose materials and sludge and cleaning the same with water by Jet Machineand removal of sludge/silt/liquid/mud and sand (in foul position) etc outside the MOD land ,depth of manholes not exc 1.00 mtr complete all as specified and directed by Engr-In-Charge. |
| 49 | All as per item No.48 here-in- before,but depth of manholes exc 1.00mtr and n.exc 2.00 mtr. |
| 50 | Cleaning and desludging of existing sewage line of 100 mm to 200 mm bore and depth up to 2.00 mtr from manhole to manhole complete desludging by means of mechanically (Jet Machine) and removal of sludge/silt/liquid/mud and sand (in foul position) etc out side the MOD land including testing of drains by filling the pipes with water complete all as specified and directed by Engineer-In-Charge |
| 51 | Dewatering of soak well by means mechanically 2.4 mtr dia and 6 mtr depth complete all as specified. |
| 52 | Desludging of septic tanks (200 users)mechanically by removing all loose materials and sludge and cleaning the same with water by Jet Machineand removal of sludge/silt/liquid/mud and sand (in foul position) etc outside the MOD land complete all as specified and directed by Engr-In-Charge. |
| 53 | All as per item No. 52 here-in-before but septic tanks (100 users) |
| 54 | All as per item No. 52 here-in-before but septic tanks (50 users) |
| 55 | All as per item No. 52 here-in-before but septic tanks (25 users) |
| 56 | Demolition and breaking up drain pipes of dia 200mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified. |
| 57 | Demolition and breaking up drain pipes of dia 150mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified. |
| 58 | 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 (1/2round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished and reformingbenching so required 160 m dia complete all as specified. |
| 59 | Excavating in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation etc for for shafts, wells cesspits, manholes, piers holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in loose/soft soil etc complete all as specified. |
| 60 | Returning, filling in, including spreading, levelling,watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified. |
| 61 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified. |
| 62 | S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors for 160 mm bore. |
| 63 | S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors for 110 mm bore. |
| 64 | M&L cement concrete 1:3:6 type C-2 for 160 mm dia in bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested etc complete all as specified. |
| 65 | M&L cement concrete 1:3:6 type C-2 for 110 mm dia in bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested etc complete all as specified. |
| 66 | S&F in repair PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors 75mm bore. |
| 67 | S&F in repair 110mm dia PVC (SWR) pipe and single socketed in any length with rubber ring joint fixed to wall. |
| 68 | S&F in repair 75 mm dia PVC (SWR) pipes single socketed in any length with rubber rings joints fixed to walls complete all as specified. |
| 69 | S&F in repair PVC (SWR) bends any radius 110 mm bore. |
| 70 | S&F in repair PVC (SWR) junction single, (single T) equal or unequal 110mm bore with access door. |
| 71 | S&F in repair PVC (SWR) bends any radius 75mm bore. |
