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| 1 | Demolition of Concrete (Reinforced) of any description andin any position not otherwise specifically provided for(below or above ground level) (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-Charge. |
| 2 | Excavation in over areas n exc 1.50 m in depth and getting out in soft/loose soil all as specified and direcred by Engr -in-Charge |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 4 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed above the starting point complete all as specified and directed. |
| 5 | M & L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete. |
| 6 | M & L for precast cement concrete 1:2:4, type B0 using 12.5mm graded stone aggregate as in jallies 35 mm thick (measured solid ), incl all mouldings but excluding frame set in cement mortar 1:4. |
| 7 | M & L for Design Mix RCC - M-25 using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete. |
| 8 | M & L for Design Mix RCC - M-25 using 20mm graded crushed stone aggregate as in columns,pillars etc complete. |
| 9 | M & L for Design Mix RCC - M-25 using 20mm graded crushed stone aggregate as in lintels beams and roof beams etc complete. |
| 10 | M & L for Design Mix RCC - M-25 using 20mm graded crushed stone aggregate as in chajjas and similar works complete. |
| 11 | M & L for Design Mix RCC - M-25 using 20mm graded crushed stone aggregate as in roof slabs etc complete. |
| 12 | M & L for Design Mix RCC - M-25 using 20mm graded crushed stone aggregate as Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres ® complete all as specified and directed by Engr-in-Charge |
| 13 | S & F 10mm dia and over mild steel TMT bars cut to length, bent to shape as required including cranking ,hooking ends & binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. |
| 14 | Removing building materials etc. (other than spoil payable under items 03028 to 03031 in Section-3—Earthwork) to a distance of upto 5.0 KM or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination all as specified and directed |
| 15 | S & F 5mm dia and over upto and including 10mm dia mild steel TMT , cut to length ,bent to shape required including cranking and binding with and including mild steel wire (annealed) not less than 0.90mm dia as in stirrups, spacers and binders etc complete. |
| 16 | M & L for form work to sides of concrete foundations, footings, base of columns, sides and soffits of plinth beams, sides of pile caps and similar work for rough finished surface of concrete complete all as specified and directed. |
| 17 | M & L for form work to sides of square/rectengular pillars, columns, posts, struts etc for fair finished concrete surface complete all as specified and directed. |
| 18 | M & L for form work to sides and soffits of roof beams , lintel beams etc for fair finished concrete surface complete all as specified and directed. |
| 19 | M & L for form work to chajjas and similar work for fair finished concrete surface complete all as specified and directed. |
| 20 | M & L for form work to soffits of suspended slabs such as roof slabs, n. exc. 20cm thick (horizontal or sloping for fair finished concrete surface complete all as specified and directed. |
| 21 | M & L for Formwork to staircases with sloping or stepped soffits including risers and stringers |
| 22 | M&L for PCC block masonary with solid blocks exc 10 cm in width 1:3:6 Type C1 20 mm graded aggregate and setting in mortar 1 : 6 complete . |
| 23 | M & L 15 mm thick rendering on fair faces of block masonary walls in CM 1:4 , finished fair & smooth w/o using extra cement with water proofing compound @ 3% by weight of cement complete all as specified.NOTE : Water proofing compound shall be measured and paid for separately as “Supply only” |
| 24 | M & L 15 mm thick rendering on fair faces of block masonary walls in CM 1:6 , finished fair & smooth w/o using extra cement. |
| 25 | M & L 10 mm thick rendering on fair faces of block masonary in ceiling in CM 1:3 , finished fair & smooth w/o using extra cement. |
| 26 | M & L PCC 1:4:8 type D-2 using 40mm graded aggregate as in 75mm thick sub base of floor. |
| 27 | M&L machine cut Kota stone slab flooring 20-25mm thick as in floor, laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab incl. Rubbing and polishing with mirror polish including 15 mm thick screed bed or bedding layer in CM 1:6 complete all as specified and complete. |
| 28 | M&L machine cut Kota stone slab in single piece on treads of steps, 20-25mm thick , laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab incl. Rubbing and polishing with mirror polish complete & rendering 10 mm thick in CM(1:4) all as specified and complete. |
| 29 | M&L for preparing new plastered ceiling/soffits of chajjas surfaces and applying three coat of white wash complete all as specified and directed by Engineer-in-Charge. |
| 30 | M & L for preparing old surfaces plastered or unplastered surface of wall by complete removal of existing treatment by steel wire brushing /metal sheet including washing rubbing down and stopping of distempered and painted surface and applying two coat of exterior emulsion paint in different tint/shade (Comouflage pattern) as directed and approved by user over one coat of alkali resistant primer as per manufacture's instructions all as specified and directed. |
| 31 | M&L for preparation of old painted wooden surfaces of any description, over 10 cm in width or girth, not otherwise described and applying one coat of synthetic enamel paint all as specified and as directed by Engineer-in-Charge. |
| 32 | M&L for preparation of new steel & Iron surface of width or grith exceeding 10cm & applying two coats of synthetic enamel paint of 1st quality over a coat of red oxide complete all as spd & directed. |
| 33 | S &F pressed steel door frame of size 105x60mm for doors with one or more rebates including nacessary fixing lugs, hinges, lock strike plate etc complete all as specified and directed. |
| 34 | S&F Plain framed, 35 mm thick panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated |
| 35 | S&F Aluminium alloy, anodised, sliding door bolt 300 mm long with hasp,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 and fixed |
| 36 | S&F Mild steel barrel tower bolts 200 mm long, stove enamelled black, with bright bolt and fixed |
| 37 | S&F 150 mm size Extruded aluminium alloy handles, fabricated type, anodised all as spd & directed. |
| 38 | S&F Mild steel medium weight cold rolled butt hinges 100mm long,all as specified & directed. |
| 39 | S&F Floor door stopper of aluminium alloy body and tongue, anodized, with hard drawn steel spring, fixed in floor, overall length of cover plate 140mm complete all as specified. |
| 40 | S&F Door closer hydraulically regulated cast iron body, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed |
| 41 | Taking down old existing roof treatment(APP membrane) and removing from site complete all as specified and as directed |
| 42 | M&L for 10 mm thick rendering in CM 1:3 over concrete surfaces (Roof) mixed with water proofing compound @ 3% by weight of cement complete all as specified.NOTE : Water proofing compound shall be measured and paid for separately as “Supply only” |
| 43 | M&L for preparation of new plastered surfaces and applying two coats of Polyurethene(PU) acrylic based water proofing liquid compound over one coat of diluted self priming with reinforcing fabric sheet as per manufacturer instruction to stop leakage/seepage from roof/wall complete all as specified and directed for work in building/structure of any height. |
| 44 | Supply only integral water proofing compound |
| 45 | Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 |
| 46 | M & L for Earth filling under floor spreading and leveling in layers n.exc 25cm thick including welll ramming including watering as required all as specified and as directed. |
| 47 | Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) all as specified and directed. |
| 48 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing from site and rubbish off the premises as directed by Engineer-in-Charge |
| 49 | M&L for joint free non skid ceramic tiles, coloured, 7 to 8 mm thick in floors etc. area of each tile exc. 0.06 sqm but n. exc. 0.11 sqm, set & jointed in neat cement slurry & pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1:6 as directed by Engineer-in-Charge |
| 50 | M&L for glazed ceramic tiles, coloured, 450x350x7mm thick on vertical surfaces such as skirtings, dados and risers to steps etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:6 on fair faces of concrete or brick surfaces as directed by Engineer-in-Charge. |
| 51 | Taking down cement or cement lime plaster, any description on brick or stone walls/ceiling, etc. including raking out joints, hacking for key, scrubbing down with water, etc completed as directed by Engineer-in-Charge |
| 52 | M&L for preparation of new plastered or unplastered surfaces of walls and applying three of white wash as directed by Engineer-in-Charge |
| 53 | M&L for preparation of old surfaces including complete removal of old existing treatment of wall surfaces and applying two coats of white wash complete all as specified and directed. |
| 54 | M&L for preparation of new plastered or unplastered surfaces of ceiling and applying three coat of white wash as directed by Engineer-in-Charge |
| 55 | M&L for preparation of old decorated plastered or unplastered surfaces of ceilling including complete removal of old existing treatment by brooming down or steel wire brushing, etc and applying two coat of white wash over a coat of white putty all as specified and as directed by Engineer-in-Charge. |
| 56 | M & L for preparing new surfaces plastered or unplastered surface of wall applying two coat of exterior emulsion paint in different tint/shade (Comouflage pattern) as directed and approved by user over one coat of alkali resistant primer as per manufacture's instructions all as specified and directed. |
| 57 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) exc 1.5 sqm but not exc 4 sqm each as directed by Engineer-in-Charge |
| 58 | S&F solid PVC door frame of size 50mm x 47mm made out of 5 mm plain colour PVC sheet reinforced with M.S. square tube, as directed by Engineer-in-Charge. |
| 59 | S&F factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20 mm width struck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail. Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, and fixing in the frame at site as per specification & drawing as directed by Engineer-in-Charge |
| 60 | S&F 150 mm long aluminium, anodized, barrel tower bolts of extruded section and fixed as directed by Engineer-in-Charge |
| 61 | S&F for 100 mm long butt hinges, medium weight stainless steel as directed by Engineer-in-Charge |
| 62 | S&F aluminium handles, cast type, anodized, of size 150mm as directed by Engineer-in-Charge. |
| 63 | S&F in repair aluminium anodised tubular towel rail, 20 mm dia, D type, 60 cm long between flanges and all as specified and directed by Engineer-in-Charge |
| 64 | S&F in repair grating 100 mm dia all as specified and as directed. |
| 65 | S&F in repairs 15 mm bore bib taps, cast copper alloy, chromium plated, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule as directed by Engineer-in-Charge. |
| 66 | S&F in repairs, 15 mm bore stop valve, fancy type, chromium plated with long shank and cup , screwed down, high pressure with crutch or butter fly handle, screwed both ends for iron pipe or for unions as directed by Engineer-in-Charge. (Concealed type) |
| 67 | Taking up or down steel tubing and connection including cleaning for refixing or removal to store yard of bore 15 mm complete all as specified. |
| 68 | S&F 15 mm dia galvanized steel tubing, medium grade, with all fitting and fixed complete to walls celling or laid in floors all as specified and directed. |
| 69 | Taking up or down steel tubing and connection including cleaning for refixing or removal to store yard of bore 20 mm complete all as specified. |
| 70 | S&F 20 mm dia galvanized steel tubing, medium grade, with all fitting and fixed complete to walls celling or laid in floors all as specified and directed. |
| 71 | S&F in repair brass chromium plated shower rose of 125 mm size with swivel joint including fixing to steel pipe or union as directed by Engineer-in-Charge. |
| 72 | S&F in repairs vitreous china wash basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or erecting stand, brass chromium plated perforated waste coupling/ fittings 32 mm dia with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed and PVC waste pipe of 32mm bore and of suitable length, 15mm bore pillar tap, cast copper alloy with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shanks and fly nuts, screwed for iron pipe PVC connection 15 mm size with nuts of length 450 mm.complete all as specified and as directed by Engineer-in-Charge |
| 73 | S&F in repair valveless, syphonic action type, low level flushing cistern 10 ltr capacity white, with inlet, ball valve, float including brackets and flush pipe of polyethylene of low or high density or pvc 32mm dia for low level cistern and fixing complete all as specified and directed. |
| 74 | S&F 5.5 mm thick, 600 X 450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood with aluminium channel frame alround and 2 Nos. hanging clips & fixed to wooden plugs with CP brass screws and cup washers. |
| 75 | Dismantling of existing water tank (PVC/RCC/AC)exc 250 ltr but n exc 500 ltr capcity and removing from site to store yard complete as directed by Engr -in-charge. |
| 76 | S&F 500 litres capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top), hoisted and fixed in position all as specified in SSR Part-I, connecting up pipes including 20 mm bore plastic ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic plastic ball screwed for iron pipe and fixed. (Minimum weight of ball valve - 210 gms) as directed by Engineer-in-Charge |
| 77 | S&F in repairs vitreous china squatting pan, ‘Orissa’ pattern, size 580 mm x 440 mm, white with integral foot rests, including PVC 'P' trap, embedded and set in PCC 1:5:10 type E-2 and making good to floor including removing rubbish and as directed by Engineer-in-Charge. |
| 78 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) not exceeding 1.5 sqm each or as directed by Engineer-in-Charge |
| 79 | S&F Aluminium window and ventilator powder coating shutters of any colour ( thickness of powder coating not less than 50 micron), side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and directed by Engineer-in-Charge |
| 80 | S&F Powder coated aluminium (minimum thickness of powder coating 50micron) work for doors, windows, louver type ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge complete all as specified and as directed Note :- S& F of 4mm thick glass & SS wire mesh payment will be made seprately) |
| 81 | M&L 4 mm thick sheet glass, ordinary quality n exc 0.5 sq. m in each pane complete all as specified and directed. |
| 82 | S&F Aluminium anodised powder coating grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin- charge. |
| 83 | S&F Factory made Second class hard wood 30mm thick gauzed and skeleton door shutters, divided into squares with plain chamfered or rounded, mitred and rebated sash bars fitted with cut and mitred beads for securing wire cloth any number all as specified. |
| 84 | Supply and fixing wire cloth 0.56mm nominal dia of wire and avg width of aperture 1.18mm complete all as specified and directed. |
| 85 | M&L for MS props erecting for temporary supports to the structural members like beams, slabs etc. to relieve the load on the members during breaking of damaged concrete, removal guniting, excavation or any dismantling work, complete all as specified and as directed by Engineer-in-Charge. Note- These supports shall be provided either in the form of props or trestles fabricated using structural steel as per the site requirements. |
| 86 | M & L for Chipping of slab/columns/beams/chajjas/parapet/roof projection/ balcony/staircase and removing loose mortar with chisel hammer without much impact on concrete surface, clean the surface by sand blasting the surface using river sand with minimum of 6 kg pressure at the nozzle or air blow by electric pressure blower by mechanical compressor, cleaning the exposed reinforcement with wire brushes etc and disposal of debris for all lead and lifts, and disposal of unserviceable material within 50 metres lead , complete all as specified and as directed by Engineer-in-Charge. |
| 87 | M & L for Cleaning & applying rust remover in two coats over rusted reinforcement surface and providing anti corrosive coating with two component epoxy based zinc rich primer/Rust passivation Inhibitor coat at the rate of 6-8 sq. mtr/ltr not less than 50 microns dft with Sika friazinc R or equivalent to reinforcement surface as per manufacturer’s instructions including all scaffolding , machinery, tools tackles and clearing of debris, complete all as specified and as directed by Engineer-in-Charge. Make: Equivalent of M/s Sika India Pvt Ltd/ Fosroc/Chemsol/Bostik/Choksey etc |
| 88 | M & L for Hard drawn steel wire fabric n exc 4Kg/Sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcement, complete all as specified and as directed by Engineer-in-Charge. |
| 89 | M&L for bonding coat Epoxy bonding adhesive for bonding old concrete to new concrete/mortar having coverage 2.20 sqm/kg of approved make of approved adhesive on chipped portion of RCC complete all as specified and as directed by Engineer-in-Charge. Make: Equivalent of M/s Sika India Pvt Ltd/ Fosroc/Chemsol/Bostik/Choksey etc |
| 90 | M&L for applying to the damaged concrete portion of slab/ columns/ beams/ chajjas/ parapet / roof projection/ balcony/ staircase with single component, fiber reinforced, dual shrinkage- compensated thixotropic, cementitious patch repair mortar Renderoc SP40 (having the technical parameters mentioned in material specifications) capable of applying up to 20-25mm thick in double layer initially by hand and finishing with troweled carefully compacting the same around the rebar and finishing to bring it in line with existing concrete surface with an average specified thickness and Make, complete all as specified and as directed by Engineer-in-Charge. Make: Equivalent of M/s Sika India Pvt Ltd/ Fosroc/Chemsol/Bostik/Choksey etc |
| 91 | M&L for providing and fixing leak proof shuttering including bolting, strutting, propping etc. including removal of form work from column, beam, slab etc. , complete all as specified and as directed by Engineer-in-Charge. |
| 92 | M&L for rendering 15 mm thick readymade plaster on inner/outer walls/columns/beam/chajjas/parapet/slab etc with UltraTech READIPLAST by adding 17-19% of potable water by weight of material. For thickness above 15 mm it is recommended to be applied in multiple layers. Ready-mix plaster shall complies with IS 1661-1972, IS 2250-1965, IS 2402-1963 and confirms the Compressive strength @ 28 Days- 10-12 Mpa/ Bulk density- 1500-1600 Kg/m3, complete all as specified and as directed by Engineer-in-Charge. Note :The rate quoted by contractor shall include cleaning of surface and including taking down old plaster, application as per instruction all as specified and directed) |
| 93 | Excavation in trenches n exe 1.5 m in width and e exe 1.5 m in depth for foundation, manholes etc., as well as n exe 10 sqm on plan area and getting out in soft/integrated rock all as specified and directed. |
| 94 | Removal of excavated soft/disintegrated rock to a distance exe 250 and n. exe 500 m and depositing where as directed at a level of 1.5 m above the starting point complete all as specified and directed. |
| 95 | Sand filling under floors or in foundations including watering and consolidation ete., complete all as specified & directed. |
| 96 | M&L for RCC 1:1.5:3, typeB-1 (Volumetric mix) using 20 mm graded crushed stone aggregate as in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns etc., basement slab, under-reamed piles and mas concrete complete. |
| 97 | M&L for RCC 1:1.5:3, type B-1(Volumetric mix) using 20 mm graded crushed stone aggregate as in columns, pillars etc., complete. |
| 98 | M&L for RCC 1:1.5:3, type B-1(Volumetric mix) using 20 mm graded crushed stone aggregate as in lintels beams and roof beams etc., complete. |
| 99 | M&L for RCC 1:1.5:3, type B-1(Volumetric mix) using 20 mm graded crushed stone aggregate as in chajjas and similar works complete. |
| 100 | M&L for RCC 1:1.5:3, type B-1(Volumetric mix) using 20 mm graded crushed stone aggregate as in roof slab etc., complete. |
| 101 | S&F 8 to 10 mm dia mild steel TMT bars, cut to length, bent to shape requires including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia complete. |
| 102 | Cutting holes in stone walls built in CM for inserting hold fast and making good dismantled portion in PCC 1:2:4, type B1depth of emended portion of hold fast exe half brick but n exe one brick. |
| 103 | M&L 15 mm thick rendering on fair faces of brick walls in CM 1:4, finished fair & smooth w/o using extra cement. |
| 104 | M&L 15 mm thick rendering on fair faces of brick walls in CM 1:6, finished fair & smooth w/o using extra cement. |
| 105 | M&L 10 mm thick rendering on fair faces of brick walls in CM 1:3, finished fair & smooth w/o using extra cement in celling. |
| 106 | M&L for preparation of new plastered surface of walls and applying two coat of white wash complete as spd & directed. |
| 107 | M&L for preparation of new plastered surface of walls and applying two coat of cement base paint of approved shade complete as spd & directed. |
| 108 | M&L for preparation of new wooden surface over 10 cm width or girth & applying two coats of synthetic enamel paint of 1st quality over a coat of pink primer complete all as spd & directed. |
| 109 | S&F pressed steel door frame of size 125x60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc., complete all as specified and directed. |
| 110 | S&F flush shutter 30 mm thick sold core construction with block board core & plywood face panels, commercial type on both side. |
| 111 | S&F factory made steel windows with side hung shutters including box type hinges with steel handles & steel peg stay compete with glazing bars, dovetailed or welded including fixing of lugs in PCC (1:2:4) type B-1 (using20 mm graded stone aggregate) & making good walls & cills to match the existing complete all as spd & directed. |
| 112 | S&F sheet glass, ordinary quality 4 mm thick fixed with oil putty size of glass n.exe 0.50 sqm in each pane complete all as spd & directed. |
| 113 | Applying evenly a priming coat of industrial bitumen 85/25 at the rate of 0.4 Kg per Sqm including cleaning surface. |
| 114 | S&F APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3 mm thick reinforced with polyester non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified. |
| 115 | M&L for Rough excavation not exceeding 1.5 m deep in soft disintegrated rock and complete all as specified. |
| 116 | M&L for removal of excavated material to distance exe 1.5 KM but n .exe 5 km and complete all as specified. Please Enable Macros to View BoQ information |
| 117 | M&L for removal of excavated material to distance exe 1.5 KM but n .exe 5 km and complete all as specified. Please Enable Macros to View BoQ information |
