CWE/KAS-135/2025-26 ADDITION/ ALTERATION TO DRILL/ PARADE GROUND INCLUDING TARMAC AND ALL WEATHER SHED AT GUGGAMARI AT SUBATHU UNDER GE KASAULI

M&L for Surface dressing not exceeding 15 cm deep in hard/ dense soil complete all as specified and as directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and as directed by Engineer-in-Charge.

Excavation over areas in hard/ dense soil, not exceeding 1.50 metre deep for foundations etc. and getting out complete all as specified and as directed by Engineer-in-Charge.

Excavating in trenches in hard/ dense soil, not exceeding 1.5 mtre wide and not exceeding 1.5 metre in depth, for foundation, or for shafts, wells, cess pits, manholes, pier holes, laying of pipe/ cable etc., not exceeding 10 sqm on plan and getting out complete all as specified and as directed by Engineer-in-Charge.

M&L for Returning, filling in (hard/ dense soil), including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each complete all as specified and as directed by Engineer-in-charge.

M&L for Removing excavated materials not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

M&L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-25 (Design Mix) (using 20 mm graded stone aggregate) as in foundation including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-25 (Design Mix) (using 20 mm graded stone aggregate) as in Columns, pillars, piers, posts and struts etc.; complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-25 (Design Mix) (using 20 mm graded stone aggregate) as in Beams, lintels etc.; complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-25 (Design Mix) (using 20 mm graded stone aggregate) as in Chajjas, Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc.; complete all as specified and as directed by Engineer-in-Charge.

M&L for use and waste of Form work to side of concrete foundation, footing, vertical or to batter, fair finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for use and waste of Form work to side of columns, pillars, posts and piers etc., fair finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for use and waste of Form work to sides and soffits of floor or roof beams, lintels etc., fair finished flat surfaces complete all as specified and as directed by Engineer-in-Charge.

M&L for use and waste of formwork to soffits of suspended slabs, Chajjas such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (Horizontal or sloping) complete all as specified and as directed by Engineer-in-Charge.

M&L for mild steel TMT bars 10 mm dia & over, cut to length, bent to shape as required including cranking, bending specially for columns, hooking ends & binding with MS wire, annealed, not less than 0.9 mm dia or welding as required at site complete all as specified and as directed by Engineer-in-Charge.

M&L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape as required including cranking, bending specially for columns, hooking ends & binding with MS wire, annealed, not less than 0.9 mm dia or welding as required at site complete all as specified and as directed by Engineer-in-Charge.

M&L for Mild steel TMT bars 5 mm and over upto and including 10 mm dia in stirrups, spaces and binders 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 complete all as specified and as directed by Engineer-in-charge.

M&L for brick work with fly ash bricks (old size bricks), straight/ curved on plan exceeding 6.0 metre mean radius built in Cement Mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.

M&L for brick work with fly ash bricks (old size bricks), straight/ curved on plan to any radius built in cement mortar 1:6 as in half brick thick walls complete all as specified and as directed by Engineer-in-charge.

Supply of approved earth from out side of MoD land by excavating and transporting the excavated material exceeding 1.5 km but not exceeding 5 km and consolidating, spreading, levelling, watering and well ramming in layers not exceeding 25 cm in layers complete all as specified and as directed by Engineer-in-charge.

M&L for Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-charge.

M&L for 100 mm thick plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in subbase, finished even and fair complete all as specified and as directed by Engineer-in-charge.

M&L for 50 mm thick cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in floor finishes, complete all as specified and as directed by Engineer-in-charge.

M&L for Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm dia holes with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors, complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as required complete all as specified and as directed by Engineer-in-charge.

M&L for Rendering 15 mm thick on brick or concrete surfaces in cement mortar 1:4, including mixing with or wothout WPC, finished with even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of newly plastered or undecorated surfaces of walls including cornices, chajjas, sun shades etc., and applying two coat of cement base paint over chalk whiting with and including curing the surfaces and curing the same after application of cement base paint (tint as approved by GE) complete all as specified and as directed by Engineer-in-charge.

M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:6, finished even and smooth without using extra cement (Internal surfaces), complete all as specified and as directed by Engineer-in-charge.

M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and fair complete all as specified and as directed by Engineer-in-charge.

M&L for Washed stone grit plaster on exterior walls in two layers, with under layer 12 mm thick in cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15 mm thick in cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping (10 mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings complete all as specified and as directed by Engineer-in-Charge. (Note: Payment for providing grooves shall be made separately).

M&L for prepration of new/ previously untreated wall surfaces & applying two coats of oil bound distemper (OBD) over a coat of primer complete all as specified and as directed by Engineer-in-charge.

M&L for applying 2 mm thick cement based wall care putty of new undecorated plastered surfaces of wall complete all as specified and as directed by Engineer-in-charge.

M&L for Glazed ceramic coloured tiles (450 mm x 300 mm x 7 mm) as in vertical surfaces such as skirting/ dado etc., set & jointed in neat cement slurry & pointed in white or coloured cement to match and over and including 10 mm thick rendering on wall in Cement Mortar 1:4 complete all as specified and as directed by Engineer-in-charge.

M&L for Non skid coloured ceramic joint free tiles, 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge.

M&L for Non skid coloured ceramic joint free tiles, 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge.

M&L for 18-20 mm thick granite work (table rubbed and polished) in steps, jambs, cooking platforms, window cill etc., and like in cement mortar 1:4 including pointing in white cement 1:2 using marble dust with admixture of pigment to match with shade of granite over and including 20 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge.

M&L for rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations etc., complete all as specified and as directed by Engineer-in-Charge.

S&F Rolled/ Tubular sections as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats., conforming to Fe 410-W (GdeE- 250) quality A etc., complete all as specified and as directed by Engineer-in-Charge.

S&F MS Plates (plain or chequered) channels, angles, square cut or notched (ordinary and counter sunk) forming holes, with rivetted, bolted or welded attachment etc., conforming to FE-290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge.

S&F Rolled/ Tubular sections as in main and cross beams, hip and jack rafters; purlins, posts where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, Fe-410-W (Gde-Fe-250) quality-B complete all as specified and as directed by Engineer-in-Charge.

S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats Fe 410-W (Gde E- 250), quality A etc., complete all as specified and as directed by Engineer-in-Charge.

S&F Mild steel screw bolts (machine made) diameter of neck in 16 to 20 mm with 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, exceeding 5 cm long but not exceeding 10 cm long, complete all as spd and directed by Engineer-in-charge.

S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, ridges etc., fixed all as per manufacturer's instructions and fixed with self threaded steel screws of length not less than 50 mm complete all as specified and as directed by Engineer-in-Charge.

S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet, 0.50 mm thick of any colour (or decorated design cutting) having tensile strength of 550 Mpa as in roof covering/ cladding to wall, ridges, flashing, eaves board valley gutter of any shape etc., cut to designed shape (Jhhallar) as directed at site fixed all as per manufacturer's instructions and fixed with self threaded steel screws of length not less than 50 mm complete all as specified and as directed by Engineer-in-Charge.

M&L for MS Bands, straps, supports or stays for rainwater, ventilating pipes including bolts, if required conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

S&F Wind Tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe- 290 Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

S&F Factory made box type steel section ventilator with top/ centre hung shutter, double leaf shutter for both glass and wire mesh type with glazing bars (measured each separately) and 04 nos pintle hinges & 04 Nos 150 mm mild steel tower bolt, 02 nos steel peg stay, 02 nos steel handle to each shutter dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and as directed by Engineer-in-Charge. (Noted: Guard bars, shutter glass & wire mesh shall be measured and paid separately)

S&F framed work for grills, gratings etc., with ends of bar shouldered and for rivetted or welded framed work guard bars, barred iron doors, ladders, framed balustereds, walk ways railing frameworks of water tank and similar work conforming to Fe 290 Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

S&F framed work as in doors or gates of 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 Fe-410W (Gde-E-250) quality-B, complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for Welded steel wire fabric not exceeding 4 Kg/Sqm supplied and fixed complete to wood or steel members complete all as specified and as directed Engineer-in-Charge.

S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, 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 and as directed by Engineer-in-Charge.

S&F Galvanised. 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm 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., complete all as specified and as directed by the Engineer-in-Charge. Note: Each line wire shall be measured.

S&F punched taped concertina coil made out of cold drawn unalloyed steel wire of dia 2.6 mm having minimum tensile strength of 1670 N/sqmm as per IS 4454 (Part 1) : 2001 with hot dip galvanised as per practice recommended in IS : 2629 and coatings shall conform to heavily coated hard variety as per table 1 of IS : 4826 (weight of zinc coating 230 gram/sqmm) and steel strip of size 19 mm X 0.5 mm with hardness of 137 to 187 VPN and zinc coating of 18 to 20 microns, minimum 610 mm dia of coil when closed, (8.5kg + 5%) weight of coil with 50 turns & 129 Nos clips (without handles and spikes) and minimum 580 mm dia when opened upto 6 meters, stretched to 6 metres for 50 turns during installations complete all as specified and directed by Engineer-in-Charge.

S&F Factory made pressed steel frames of profile width 125 mm x 60 mm, fabricated from 1.25 mm thick sheet, for doors with one or more rebate including necessary fixing lugs, hinges, lock strike plate, etc. & one shop coat of primer, including filling of PCC 1:3:6, type B-1 in hollow frame complete all as specified and as directed by Engineer-in-charge.

S&F 35 mm thick factory made, 2nd class hard wood, plain framed, panelled shutters (two panels) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both sides, the size of rail and stile as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated etc complete all as specified and as directed by Engineer-in-charge.

M&L for 35 mm thick glazed and Skelton shutter of 2nd class hardwood (Hollock), open rebated and prepared to receive glass, gauge etc., divided into squares (04 Nos) with plain chamfered or rounded mitred and rebated sash bars any number, edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc., size of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and as directed by Engineer-in-charge.

S&F stainless steel steel wire cloth, 0.36 mm nominal dia of wire and 1.40 mm aparture fixed with tinned tacks or galvanised wire staples complete all as specified and as directed by Engineer-in-charge.

S&F 4 mm thick sheet glass, ordinary quality, size in squares not exceeding 0.5 sqm in each pane, fixed in any type of frame and glazing with oil putty complete all as specified and directed by Engineer-in-charge.

S&F Factory made solid PVC door frame of size 50 mm x 47 mm, made out of 5 mm plain colour PVC sheet reinforced with MS square tube, complete all as specified and as directed by Engineer-in-Charge.

S&F factroy made solid panel PVC door shutter, 30 mm thick (style) consisting of frame made out of MS tube for top and bottom rails MS frame shall be covered with neat moulded plain PVC channel having a PVC sheet strip of 20 mm width stuct inside the solvent cement for style and plain coloured PVC sheet for top rails, lock rails and bottom rails on either side and as gap insert for top rails and bottom rail panelling of plain colour PVC sheet to be fitted in the MS frame welded to the style and rails with suitable PVC sheet beading and jointed together with solvent cement supplying and fixing in the frame at site, complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of new wooden surfaces and applying two coats of synthetic enamel paint over a coat of pink primer after complete filling of cracks, holes etc., complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint (any colour) over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge.

Supply only mild steel hinges, medium weight cold rolled mild steel, size 100 mm, ISI marked, complete all as specified and as directed by Engineer-in-Charge.

S&F Aluminium alloy, anodised sliding door bolts, 250 mm long with hasp and staple (bolt type) and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy, ISI marked, complete all as specified and as directed by Engineer-in-Charge.

S&F aluminium anodised barrel tower bolts of extruded section, 150 mm, ISI marked, complete all as specified and as directed by Engineer-in-Charge.

S&F extruded aluminium alloy handles with plates, fabricated type, anodised, 150 mm size, ISI marked, complete all as specified and as directed by Engineer-in-Charge.

S&F 300 mm mild steel ordinary rat tail rod pattern door springs including roller and roller plate complete including welding on chowkat complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing double legged floor door stopper of over all length of cover plate 140 mm, aluminium alloy body and tongue, anodized with hard drawn steel spring fixed in floor complete all as specified and as directed by Engineer-in-Charge.

S&F Rotational moulded PVC, Triple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position all as specified in SSR Part I, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc., complete all as specified and as directed by Engineer-in-Charge.

S&F brass ball (float) valve, 25 mm bore, high pressure, with polythene float and fly nut complete, screwed for iron pipe or brass ferrule complete all as specified and as directed.

Supplying and fixing 25 mm Tubes, 'medium grade' galvanised, with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.

Supplying and fixing 20 mm Tubes, 'medium grade' galvanised, with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.

Supplying and fixing 15 mm Tubes, 'medium grade' galvanised, with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.

S&F Gun metal, globe or gates valves, with iron wheel head, screwed down, high pressure, heavy duty, ISI marked, screwed both ends for iron pipe or for union of 25 mm bore, complete all as specifed and as directed by Engineer-in-Charge.

S&F Gun metal, globe or gates valves, with iron wheel head, screwed down, high pressure, heavy duty, ISI marked, screwed both ends for iron pipe or for union of 20 mm bor dia, complete all as specifed and directed by Engineer-in-Charge.

S&F Bib tap, brass, chromium plated, fancy type, long body with wall flange, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe, fixed complete all as specified and as directed by Engineer-in-charge.

S&F stop valves, cast copper alloy, fancy type chromium plated, screwed down, high pressure, screwed both ends for iron pipe or for unions suitable for 15 mm bore pipe, complete all as specified and as directed by Engineer-in-charge.

S&F Pillar taps, cast copper alloy, chromium plated, fancy type with capstan heads, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and as directed by Engineer-in-charge.

S&F PVC connections, 15 mm bore of length 600 mm with PTMT nuts, complete all as specified and as directed by Engineer-in-Charge.

S&F counter type wash hand basin, vitreous china, white, fancy decorative type, size 550 mm x 400 mm, fixed over RCC slab incliding CP waste coupling, waste pipe but exclusive of pillar tap/ mixer, PVC connection, fixed complete all as specified and as directed by Engineer-in-Charge.

S&F PVC (SWR) floor trap, plain with grating, 75 mm bore, including jointing to waste pipe with solvent cement set in cement concrete complete all as specified and as directed by Engineer-in-charge.

S&F CP grating doom (openable type), 100 mm dia with or without waste hole (minimum weight 25 gms) complete all as specified and as directed by Engineer-in-charge.

S&F PTMT Towel rail, 600 mm long, chromium plated fixed in and including chromium plated brass screws and wooden/ plastic cleat complete all as specified and as directed by Engineer-in-charge.

S&F Vitreous china squatting pan "Orissa" pattern, size 580 x 440 mm white, with integral foot rest (excluding flushing cistern and flush pipe) including making connection to trap & flushing pipe, set in cement concrete and making good to the floor, fixed complete all as specified & directed by Engineer-in-charge.

S&F plastic water closet seat cover, white, closed pattern with flat bottom, mild steel chromium plated or aluminium hinging device etc complete all as specified & directed by Engineer-in-charge.

S&F Vitreous China wash down water closet pan (pedestal pattern) 'P' or 'S' trap, white (excluding flushing cistern) including seat cover & flush pipe fixed to wall & on floor complete all as specified and as directed by Engineer-in-Charge.

S&F PVC valveless, syphonic action type, flushing cistern, 10 litres capacity, low level white with inlet ball valve, float handle and PVC 'L' type connection pipe complete all as specified and as directed by Engineer-in-Charge.

S&F sheet glass shelf assembly consisting of 5.50 mm thick sheet glass shelf 12 cm wide with chromium plated bracket guard and railing 60 cm long complete all as specified and as directed by Engineer-in-Charge.

S&F soap dish, size 160 mm x 160 mm x 90 mm, vitreous china, white, fixed to plugs with chromium plated brass screws complete all as specified and as directed by Engineer-in-Charge.

S&F Vitreous China urinals, half stall (back or corner wall type), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and as directed by Engineer-in-Charge.

S&F Urinal spreader of PTMT any colour for fixing with 15 mm dia pipe (Minimum weight 60 gms) complete all as specified and as directed by Engineer-in-Charge.

S&F for Vitreous china urinal partition, white, of size 310 mm x 700 mm complete all as specified and as directed by Engineer-in-Charge.

S&F 32 mm dia Waste pipe and fittings, brass, chromium plated for glazed ware sinks, basins etc., with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed, complete all as specified and as directed by Engineer-in-Charge.

S&F 110 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by the Engineer-in-Charge.

S&F 75 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by the Engineer-in-Charge.

S&F 110 mm dia PVC (SWR) ‘P’ or ‘S’ trap complete all as specified and as directed by Engineer-in-Charge.

S&F PVC (SWR) bend, 110 mm bore complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) junction, Single T (equal or unequal), 110 mm bore with access door complete all as specified and as directed by Engineer-in-Charge.

S&F PVC (SWR) Reducer, 110 mm bore complete all as specified and as directed by Engineer-in-Charge.

S&F PVC (SWR) bend, 75 mm bore complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) junction, Single T (equal or unequal), 75 mm bore with access door complete all as specified and as directed by Engineer-in-Charge.

S&F PVC (SWR) vent cowl, 75 mm bore complete all as specified and as directed by Engineer-in-Charge.

S&F 110 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, fixed to wall including clamps complete all as specified and as directed by the Engineer-in-Charge.

M&L for 100 mm thick plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in subbase, finished even and fair complete all as specified and as directed by Engineer-in-charge.

M&L for 40 mm thick plain cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in subbase, finished even and fair complete all as specified and as directed by Engineer-in-charge.

M&L for Machine cut kota stone slab flooring 20-25 mm thick over cement screed base laid and jointed with gray cement slurry mixed eith pigment to match the shade of the slab including rubbing and polishing over and including 20 mm thick Screed bed or beding layer in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.

M&L for Cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) as in surface channels and drains, complete all as specified and as directed by Engineer-in-Charge.

M&L for Cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels and drains, complete all as specified and as directed by Engineer-in-Charge.

Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc., complete all as specified and as directed by Engineer-in-Charge.

Supply only water proofing compound complete all as specified and as directed.

Material and labour for precast RCC 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregate) as in landings, cover slab for manholes, septic tank etc., set in cement mortar 1:6 including necessary form work complete all as specified and as directed by Engineer-in-Charge. (Reinforcement shall be measured separately)

M&L for Concrete bed to drain pipes of 150 mm bore, laid in trenches including packing under and haunching against the side of pipes, after they are laid and tested in PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate), complete all as specified and as directed by Engineer-in-Charge.

M&L for 150 mm bore reinforced concrete pipe, class NP-3, laid and jointed complete with and including collars, complete all as specified and as directed by Engineer-in-Charge.

Providing, installing, testing and commissioning factory made pre-fabricated FRP soakage pit suitable for septic tank effluent for 50 users, of minimum 1.80 metre internal diameter and 2.0 to 2.5 metre effective depth (or equivalent capacity), manufactured from corrosion resistant fibre reinforced plastic with adequate wall thickness and structural strength, complete with perforated side walls for percolation, solid base, inlet connection with 110 mm dia PVC pipe, RCC/ FRP top cover with inspection opening, including excavation in any type of soil, preparation of base with 300 mm thick graded brick bats/ gravel, proper positioning, jointing, backfilling, testing for alignment and making good disturbed surfaces, complete all as specified and directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC M-25 (using 20 mm graded stone aggregate) as in PCC Blocks complete all as specified and as directed by Engineer-in-Charge.

M&L for damp proof course 50 mm thick with cement concrete 1:2:4, type B-0 (using 12.50 mm graded stone aggregate) to horizental or verticle surface including necessary form work all as specified and directed.

M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50 mm and not exceeding 100 mm deep in area exceeding 400 sqm complete all as specified and as directed by Engineer-in-Charge.

M&L for Provding, Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layer of 75 mm each, grading as per table 400-13 of MoRT&H specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber, finished surface tolerances to be as per Table 900-1 of MoRT&H pecifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-in-Charge.

M&L for Preparation of unsurfaced Wet Mix Macadam (WMM) by brushing with wire brushes for removing caked mud , dust material etc. sweeping with power brooms and finally fanning the cleaned surface with air compressor to remove all loose dirt etc., complete all as specified and as directed by Engineer-in-Charge.

M&L for applying evenly a priming coat conforming to clause 502 of MORT&H Specification for Road and Bridge work (Fifth Revision) with cationic bituminous emulsion SS1 grade conforming to IS-8887 (latest edition) @ 7.5 kg/10 Sqm using primer distributor which shall be self propelled or towed bitumen pressure sprayer complete all as specified and as directed by Engineer-in-Charge.

M&L for Providing, laying & Compaction of bituminious, macadam (BM) compacted thickness not exceeding 75 mm thick conforming to clause 504 of MoRT&H specification for road and bridges works (Fifth Revision) using mechanically crushed stone aggregates and granual material etc of grading II as per Table 500-7 of MoRT&H specification for Road and Bridges work (Fifth revision) Premixed with bituminious binder bitumen grade VG-30 @3.4% (percent by weight of total mix) prepared in batch type Hot Mix Plant transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density complete all as specified and directed by Engineer-in-charge.

Notes : (i) Mix Design for Bituminous macadam shall be got designed from NIT/ CTL/ Govt Engg College and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 3.4% by weight of total mix as per clause 504.2.4 of MoRT&H specifications (Fifth Revision). (ii) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs. 55.00 Per KG and if qty of binder contents is more than the qty as specified is respective items of BOQ no adjustment shall be made.

Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms andfinally fanning the cleaned surface with gunny bags to remove all loose dirt etc., complete all as specified and as directed by Engineer-in-Charge.

Applying evenly a tack coat conforming to clause 503 of MORT&H specifications for Road & Bridge works (Fifth Rivision) with cationic bituminous emulsion RS1 grade, confirming to IS 8887 (latest edition) @ 2.5Kg/10 Sqm using primer distributer which shall be self-propelled or towed bitumen pressure sprayer complete all as specified and as directed by Engineer-in-Charge.

M&L for Bitumenous concrete (BC) 30 mm thick (consolidated thickness) layer conforming to clause 507 of MoRT&H specifications for Road and Bridge work (Fifth Revision) including cost of coarse aggregates, fine aggregates, filler, with 5.4% binder (VG-30) contents by weight of total mix, crushed aggregate of grading 2, anti stripping agent, warm mix additives (quantity, quality and grade as per the approved job mix formula) etc, cleaning and pre-heating of the mineral aggregate, filler & bitumen of specific temperature thoroughly mixing with binder of specified bitumen content, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type), carrying the hot mixed materials by means of tipper, trucks or any other approved and suitable arrangements, laying hot premixed materials over the prepared surface by means of paver finisher including manual operation as and when required for proper grade, level and camber through rolling with power roller 8 to 12 tonnes smooth wheeled, vibratory and tandem roller with necessary contd..

contd.. hand packing and pinning to give an even surface including running expense of all plants and machineries, inclusive of proper traffic control during laying to the entire satisfaction of Engineer-in-charge, required quality control tests at required interval etc complete in all respects complete all as specified and as directed by Engineer-in-Charge. NOTES: (i) Job mix formula as per clause No 505.3.3 of MoRT&H specifications for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/ CTL/ Govt Engg College and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. (ii) The cost of materials, transportation, Job mix formula from lab and testing charges for various tests as required are included in the unit rate quoted by the contractor. Contd..

M&L for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 15 cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturer's instructions complete all as specified and as directed.

M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed by Engineer-in-charge.

M&L for preparing New or previously Untreated surface of concrete over 10 cm width or girth, not otherwise described and applying two coat of Synthetic enamel paint (ordinary tint) complete all as per specified and as directed by Engineer-in-Charge.

Supply and fixing solar cat eye/ solar stud, aluminum alloy shell (100% water proofing design of size 125 mm x 125 mm x 25 mm (shank 65 mm) of high efficiency Mono crystaline solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd as per manufacturer's instructions etc., complete all as specified and as directed by Engineer-in-charge.

Supply and fixing cat eye, solar reflective type, of metal body alloy of size 100 mm x 100 mm x 20 mm with PMMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturer's instructions complete all as specified and as directed by Engineer-in-charge.

M&L for cutting of existing distribution GI pipe of size 20 mm and insertion of new Tee (20 mm x 20 mm x 20 mm) for new connection 20 mm dia for new outlet water tank near Guggamari/ HRDC block complete all as specified and as directed by Engineer-in-Charge.

Supplying and Laying 20 mm bore GI tubing, 'medium grade', with provision of all fittings complete laid in trenches complete all as specified and directed by Engineer-in-Charge.

Material and labour for point wiring with approved colour code multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade, two run of single core cable for phase & neutral and one run of single core multi stranded copper conductor, PVC insulated and unsheathed FRLSH cable of size 1.5 Sqmm, 1100 volts grade for earth continuity conductor to common earth and connected to earth dolly drawn in and including non metallic rigid PVC conduit of suitable size bore with all fittings terminated on and including new modular GI metal sunken box of thickness not less than 1.2 mm and suitable size of frame, cover for mounting modular switch, socket and regulator fixed on surface flush with wall, for One light/ bell/ buzzer point controlled by one switch or one fan point controlled by one switch & fan regulator, complete all as specified and as directed by Engineer-in-Charge.

All as per serial item No. 138.00 here-in-before but for one socket outlet 3/ 5 pin, 5 Amps on independent board complete all as specified and as directed by Engineer-in-Charge.

All as per serial item No. 138.00 here-in-before but for socket outlet 3 pin 5 Amps on same board complete all as specified and as directed by Engineer-in-Charge.

All as per Serial item No. 138.00 here-in-before but for one socket outlet 3/5 pin, 15 amps on independent board, size of cable 2.5 sqmm for phase, neutral & 2.5 sqmm as earth wire complete all as specified and as directed by Engineer-in-Charge.

S&F modular switch, one way, 6 Amps, one module, 230 volts, single pole complete all as specified and as directed by Engineer-in-Charge.

S&F modular switch, one way, 16 Amps, one module, 230 volts, single pole complete all as specified and as directed by Engineer-in-Charge.

S&F Modular socket outlet, 2 in 1, 3 pin 6 Amps, single pole, two module, ISI marked, 230 volts complete all as specified and as directed by Engineer-in-Charge.

S&F Socket outlet modular type, multipurpose, 2/3 pin, single pole, two module, 6/16 Amps complete all as specified and as directed by Engineer-in-Charge.

S&F Ceiling rose 3 pin, 230 volts, PVC polycarbonate insulated body complete all as specified and as directed by Engineer-in-Charge.

S&F Inverter type LED tube light batten 4 ft. 1 x 18/20 watt, 230 volts inbuilt Lithium ion battery with charging time 8 to 10 Hrs and back up time minimum 4 Hrs complete including fitting fixed on wall/ceiling and connecting up complete with flexible cable white of suitable size and making necessary connection complete all as specified and directed by Engineer-in-charge.

S&F MCB DB, SPN, 4 Way, 240 Volt, sheet metal enclosure with double door, conforming to IS:8623.III, IP:43 protection, shrouded neutral bar and cement spill protector complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing MCB, single pole (SP), 6 to 32 Amps, 240 volts, C series, 10 kA rupturing capacity complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing, MCB, single pole & neutral (SPN), 32 Amps, 240 volts, C series, 10 kA rupturing capacity complete all as specified and as directed by Engineer-in-Charge.

M&L for Earthing complete with and including galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick, surrounded by mixture of charcoal and salt in alternate layers, buried directly in ground vertically in a pit of depth not less than 2.25 metre deep below ground level with top as of the plate at a depth of not less than 1.5 metres below normal ground level connected to galvanized iron or steel earth lead wire 4.0 mm dia (8 SWG) by means of bolts, nuts, check nuts and washers of galvanised iron or steel earth wire protected by galvanised steel pipe 15 mm bore (light grade) and connected to main switch or main control board all as shown in electrical plate No. 3 of SSR - 2009 (Part I) & including necessary excavation and earth work in any type of soil. The rate also include charcoal and salt in alternate layers, 20 mm bore GI pipe (Medium grade) for watering, protection pipe funnel, wire mesh, PCC 1:2:4, type B-1 chamber, 50 mm thick precast RCC M-25 (Normal mix) cover duly reinforced with XPM (weight not less than 3 kg /sqm) and CI frame etc., and including provision of test point connecting to test point and testing on completion etc., complete all as specified and as directed by Engineer-in-Charge. NOTE : The unit rate include earthing lead and protection pipe upto 7.5 metre from top of earth plate.

Supplying & fixing of double walled corrugated HDPE duct pipe of 50 mm outer dia conforming to IS-14930 (Part-II) of approved colour with fittinggs for cable protection complete all as specified and as directed by Engineer-in-Charge.

Supply, laying, jointing and testing of XLPE insulated, armoured, heavy duty LT cable, cross sectional area 16 Sqmm, 2 core, 1100 Volts grade with aluminium conductor laid in trenches on poles, through pipes, fixed to walls etc., complete all as specified and as directed by Engineer-in-Charge.

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