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| 1 | Cleaningof all blockages of Nahani trap/floor trap, bottle trap, gully trap, P or S traps of WCs, by removing solid/liquid or mud deposited in the trap or CI/PVCpipe line /Bends by rodding manually and removing the sludge duly covered in a hygenic manner and making the WC (Indian or European type)/WHB/Sink/Floor trap/Gully trap fully functional upto 1st Manhole,by deploying safaiwala per day and usingmanual/pressure cleaning pump & flexible rods and other necessary equipments to maintain internal sewage system in the area of AGE B/R II complete all as specified and directed.Note:- (i) Contractor or his authorised representative collect such type of complaints from B/R-II complaint cell at 9.00 AM on daily basis except sunday /Holiday. No extra payment shall be made on account of collection of complaint. (ii) Safailwala shall come on daily basis with necessary equipments as reqd to carry out the necessary complaints.Non availability of equipments in any case will not be admissible.(iii) Complaint must be completed within 24 hours without any fail otherwise recovery shall be made double the market rate to the contractor.(iv) Line cleaning upto 1st manhole to be paid for separately under separate item in the BOQ. |
| 2 | Cleaning and rodding the blocked sewage line of 100 mmdia and depth upto 1.5 m by rodding, well flushing using adequate water between successive manholes in suitable lengths by blocking the first and last manholes of sewage lineand making it clear till the smooth flow of sewage line (manhole to manhole or Gully Trap to Manhole) including desludging the manholes on both ends and cleaning the lineby manual or mechanical means as directed by Engr-in-Charge and removing the sludge/ sewage & other deposits obtained from line cleaningout side of MoD land in covered van /trolley from site including resetting the manhole cover including taking precautionary and safety measures andmaking the area neat and clean complete all as specified and directed.Note :-Desludging and dewatering of Manholes for the line under cleaning to be measured and paid for separately under respective items of the BOQ as per the depth of manholes. |
| 3 | All as per description of serial item No 2.00 here-in-before but sewage line of 150 mm bore and depth of sewage line upto 1.50 m. |
| 4 | All as per description of serial item No 2.00 here-in-before but sewage line of 200 mm to 300 mm bore and depth of sewage line upto 3.00 m. |
| 5 | All as per description of serial item No 2.00 here-in-before but sewage line of 200 mm to 300 mm bore and depth of sewage line exceeding 3.00 |
| 6 | Dewatering of manholes of any capacity/depth by usingpumpset or by any other mechanical means and taking out stagnated water and removing outside Def landin closed container and dumping in low lying area as directed. |
| 7 | Desludging of manholes of depth upto 1.5m by taking out sludge, sludge clay and any other rubbish by manual / mechnical means using honey sucker machine, suction motor mounted on vehicle, HCV mounted suction discharge machine having blow back facility with sludge tank of adequate capacity or by any other means and removing ouside Def land in closed contained and dumping in low lying area as directed.Washing the top of manholes and surrounding with fresh water and sprinkling fresh unslaked lime to make the area hygeinic complete. Notes:- 1. Volume of sludge after dewatering shall only be measured for the purpose of payment to Contractor. 2. Depth of sludge in the pit shall be measured from bottom of pit to the existing water/affluent level prior to ordering the cleaning in the presence of EIC. 3. Desludging shall be done by method as recommended by Engr-in-charge as per the site conditions. |
| 8 | All as per description of serial item No 7.00 here-in-before but depth exceeding 1.5 m and not exc 3 m deep complete all as specified and directed. |
| 9 | All as per description of serial item No 7.00 here-in-before but depth exceeding 3.0 m deep complete all as specified and directed. |
| 10 | Cleaning of septic tank/sump of any capacity or description including cleaning and pumping out fluid, cleaning of sludge from compartment of septic tank including intercepting chamber & washing down withwater complete and removing the sludge in covered van/trolley outside the MoD land, complete, all as directed. |
| 11 | Cleaning of soakage well of any capacity or description including cleaning and pumping out fluid, & washing down withwater complete and removing the sludge/liquid extracted in covered van/trolley/tanker outside the MoD land complete all as directed. |
| 12 | Checking and attending complaints of PVC/CI pipes any dia leakage from bends,clamping the vertical stacks, jointing the leakages from bends & otherfittings /fixtures which is causing obstruction to sewage/ waste water flow in PVC/CI stacks including carrying out minor repairs such as replacement of jointning material or any other repair not mentioned herein before etc to make the PVC/CIfunctional and leak proof to the satisfaction of the occupants/users. Note: (i) Contractor or his authorised representative collect such type of complaints from B/R (ii) complaint cell at 9.00AM on daily except Sunday & Holiday.No extra payment shall be made on account of collection of complaint. (iii)Complaints must be completed with in 24 hrs without any fail otherwise recovery shall be made double the market rate to the contractor.(iv) Any new items like bends, pipes, clamps, access doors, cowl etc to be replaced while carrying out these complaints should be replaced under the respective schedules under the BOQ and will be paid for separatley in addition to this item. (v) Contractor or his authorised representative shall come on daily basis with necessary equipments as reqd to carry out the necessary complaints.Non availability of equipments in any case will not be admissible. |
| 13 | Surface dressing n.exc 15cm deep including Cleaning away all grass vegetation, saplings, shrubs, brush wood under growth and roots for making approach and around septic tanks, soakwells, manholes to manholes for sewage line and removing the rubbish to a distance not exceeding 50 M and deposting as directed. |
| 14 | Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles. |
| 15 | M&Lbrick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:4 complete all as specified. |
| 16 | M&L for brick work with sub class \"B\" bricks, straight or curved on plan to any radius, built in 1:4 as in half brick thick wall complete all as specified and directed by Engr-in-Charge.. |
| 17 | M&L walling of random rubble, uncoursed, well bonded, bedded and solidly hearted stone masonry built in cement mortar 1:4complete all as specified & as directed. |
| 18 | All as per serial item No 17.00 above but except stones. Note : Old serviceable stones retrieved fromitem No 14.00 here-in-before shall be reused under this item. |
| 19 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints with max depression on face from straight edge held against the dressed surface n.exc 20mm in lime or sand stone work. |
| 20 | M&L cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m 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 and the like including weathering, slightly rounded, chamfered angle and throating as directed including useand waste of form work (straightor curved) all exposed surface of concrete finished fair complete all as specified & as directed. |
| 21 | M&L rendering 15mm thick in cement mortar 1:4 including WPC on stone masonry surfaces or on brick surfaces finished even & smooth without using extra cement complete all as specified. Note :- Quoted rate is deemed to be inclusive for work at any height and location including cost of scaffolding). |
| 22 | M&L for 10mm thick cement plaster in CM 1:6 on other than fair faces of brick work or concrete surface finished even and smooth without using extra cement complete all as specified & directed by Engr-in-Charge. |
| 23 | M&L for Rough cast plaster on exterior wallsapplying the under coat of cement and sand morrtar 1:3 not less than 10mm thick and while it is still in plastic state the roughcast mixture consisting of crushed stone or fine gravel aggregate (size between 6 to 12mm ) mixed with coarse sand and cement in the raio of 1:1:1 shall be applied and finished even.The mix of cement and sand shall made slightly wetter than normal for rendering to ensure that larger aggregate are thoroughly covered complete including taking down and applied two coat of two coats of exterior emulsion paint/weather coat complete all as specified and directed by Engineer in Charge |
| 24 | M&L preparing newly plastered surfaces and applying three coats of white wash on walls complete all as specified and directed. |
| 25 | Excavating in trenches not exc 1.5 metre wide and not exc 1.5 metre in depth for foundation or for shafts, walls, manholes etc not exc 10 Sqm on plan and getting out in soft /loose soil. |
| 26 | All as per serial item No 25.00 here-in-before but depth exc 1.5m and not exc 3m. |
| 27 | All as per serial item No. 25.00 here-in-before but depth exc 3m and not exc 4.5m. |
| 28 | Excavation over areas not exc 1.5m deep and getting out in soft/loose soil all as specified and as directed. |
| 29 | Excavation over areas depth exc 1.5m and not exc 3m and getting out in soft/loose soil all as specified and as directed. |
| 30 | Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25 cm thick in soft /loose soil. |
| 31 | Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified. |
| 32 | Demolition and breaking up 100mm bore drain pipes, salt glazed stone ware, AC, reinforced concrete set in cement mortar including PCC haunching and bedding complete. |
| 33 | All as per Serial No 32.00 here in above but 150 mm bore. |
| 34 | All as per Serial No 32.00 here in above but 300 mm bore. |
| 35 | S&F salt glazed stone ware drain pipes of 100mm bore, grade `A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified. |
| 36 | All as per Serial No 35.00 here in above but 150 mm bore. |
| 37 | M&L 150mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars including demolition and breaking up old existing pipe all as specified & as directed. |
| 38 | M&L 300mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed. |
| 39 | M&L PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding, including packing under and haunching against the sides of pipes after they are laid and tested complete for 100mm bore pipe all as specified and as directed. |
| 40 | All as per Serial No 39.00 here in above but 150 mm bore. |
| 41 | All as per Serial No 39.00 here in above but 300 mm bore. |
| 42 | M&L cement concrete (1:2:4) type B-1 (20mm graded stone agg) as in surface channels, drain and benching complete. |
| 43 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete including forms work, moulds mitred/stopped ends etc complete all as specified. |
| 44 | M&L cutting into existing manholes / septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 100mm bore pipe. |
| 45 | All as per serial item No. 44.00 here-in-before but for 150 mm bore pipe. |
| 46 | All as per serial item No. 44.00 here-in-before but for 200 to 300 to mm bore pipe. |
| 47 | M&L for water proofing treatment in sunken floors as described as under :-(i) Sunken floor and sides upto finished floor level shall be plastered with 15mm thick cement plaster in mortar 1:4 mixed with water proofing compound @ 3% by weight of cement.(ii) Preaparing plastered surfaces and providing APP polymeric water proofing membrane, minimum 3mm thick and weighing not less than 3.0 Kg/Sqm of make super thermolay manufactured by STP Ltd or ‘Hyper Plas’ (Polyster) manufacturedby M/S IWL Ltd or ‘Shaliplas’ (polyester) manufactured by M/S Capital Steels and chemicals Pvt Ltd as approved by GE, black finish reinforced with non-woven polyester matt, with a thermo fusable finish laid over compatible bitumen primer (Bitumen primer shall be TANK MASTIC of M/S STP Ltd or ‘EMW FLATE’ of M/S Texas India Ltd}at the rate of 0.40 Ltr/Sqm torching overlaps with a propane or a butane gas torch, with a overlap of 75mm at the sides and 100mm at the ends and sealing including applying a coat of cold emulsion bituminous primer all as per manufacturer’s instructions, complete all as specified and as directed. Note:(i)Polymeric membrane shall be laid in sunken floor and on sides upto finished floor level.(ii)The waterproofing treatment shall be got carried out by the manufacturer or their authorized applicators.(iii) Above aspects are deemed to be included in quoted rate. |
| 48 | S&F 75mm bore PVC (SWR) ISI marked pipes in any length with rubber ring joints / solvent cement joints laid in trenches or in floors complete all as specified including dismantling & taking out old unserviceable pipes & all necessary any types fitting (like bends, floor traps, sockets, branch piece) which required, pipe with making good including all fittings. |
| 49 | S&F 110mm bore PVC (SWR) ISI marked pipes in any length with rubber ring joints / solvent cement joints laid in trenches or in floors complete all as specifiedincluding dismantling & taking out old unserviceable pipes & all necessary any types fitting (like bends, floor traps, sockets, branch piece) which required, pipe with making good including all fittings. |
| 50 | S&F 75mm bore PVC (SWR) ISI marked pipes in any length with rubber ring joints fixed to walls complete all as specified including dismantling & taking out old unserviceable pipes & all necessary any types fitting (like bends, MS clamps, sockets, branch piece, ms stack clamp, single or double T) which required, pipe with making good including all fittings. |
| 51 | S&F 110mm bore PVC (SWR) ISI marked pipes in any length with rubber ring joints fixed to walls complete all as specified including demolition & breaking & all necessary any types fitting (like bends, MS clamps, sockets, branch piece, ms stack clamp, single or double T) which required, pipe with making good including all fittings. |
| 52 | S&F 110 mm bore PVC (SWR) ISI marked vent cowl complete all as specified. |
| 53 | S&F for 75mm thick steel fibre reinforced (SFRC) man hole cover with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS Standard, minimum load bearing capacity 5 ton/sqm, in square, rectangular or circular shape complete all as specified & as directed. |
| 54 | S&F in repair salt glazed stone ware gully trap square or round mouthed type \"P\" of size 150 x 150 mm with CI grating, setting & jointing with cement with grouting surrounding gully trap with PCC 1:3:6, type C1 block 30x30x45cm together with necessary form work, excavation & earth work in soft/loose soil, complete, all as specified and as directed. |
| 55 | M&L 50mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as inplinth protection surface finished fair and evenincluding demolition complete all as specified. |
| 56 | S&F in repair vitreous china squatting pan (Orissa pattern) water closet (white) size 580x440mm with integral foot rests (excluding flushing cistern and flush pipe) complete including connection to trap and flushing pipe antisyphonage pipe etcincluding provision of PCC (1:7:12) type F2 in filling complete all as specified. |
| 57 | S&F in repairs vitreous china wash down water closet pan (Pedestal pattern EWC), any coloured,including connection to drain (or outgoing pipe), anti-sypohonage pipe etc, with & including WC seat cover coloured closed pattern with flat bottom and cover, CP jet complete all as specified and directed |
| 58 | S&F as in repair PVC valveless symphonic action type low level flushing cistern (ISI marked) of 10 litre capacity including32 mm dia PVC flush pipeconnected to water closet with inlet, ball valve, float and handle complete all as specified. |
| 59 | S&F in repair vitreous china wash down water closet (Pedestal pattern EWC), coloured, floor mounted coupled closet, including connection to drain (or outgoing pipe), anti-sypohonage pipe etc, with & including WC seat cover coloured closed pattern with flat bottom and cover, vitreous china symphonic action type twin flush flushing cistern of 10 litre capacity with lid, necessary fittings complete all as specified & as directed. Make : Parryware {Cat Part No C0286 (Closet), C0711 (Cistern), C2054 (Cistern Lid), E8300(Hush Seat Cover) & E8016 (Fittings)} or equivalent of HINDWARE / CERA / JOHNSON / NEYVELI CERAMICS (NEYCER) / JAQUAR / KHODIYAR / PRAYAG |
| 60 | S&F in repair vitreous china wash hand basin, white, flat back of size 550mm x 400mm with & including a pair of cast iron brackets embedded in PCC 1:3:6 type C1 blocks of size 10x7.5x15cm, 32 mm dia PVC waste pipe and 32mm bore chromium plated brass waste fitting with long screwed shanks and fly nuts, flange end bedded in red lead cement & other end fixed, (excluding tap, waste chain & plug), complete all as specified. |
| 61 | S&F in repair vitreous china counter top basin size 450 x 525 x 195 mm shape ovel ofPARRYWARE / JAQUAR /SOMANY / HINDWARE / PRAYAG as approved by GE including 32 mm CP waste coupling & PVC flexible waste pipe of 90 cm long complete all as specified & directed. |
| 62 | S&F in reapirs, 15mm bore, stop valve, chromium plated, fancy type, with long shank, and cup (Concealed type) cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions etc complete all as specified and directed. |
| 63 | S&F in repairs bib taps bore of pipe in 15mm, cast copper alloy, fancy type, chromium plated, with crutch or butter fly handle screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed. |
| 64 | S&F in repair 15mm dia stop valve/angle valve of copper alloy fancy type chromium platedscrewed down high pressure with crutch or butter fly handle screwed on both ends for iron pipe or for union fixed in repair. |
| 65 | S&F in repair for PVC connections 15 mm size with PTMT nuts of length 600 mm complete all as directed. |
| 66 | S&F 15 mm bore GI tubing medium grade with all fitting and fixing complete to wall/floor and ceiling including (concealed in wall) with making good surface in CM (1:6) & to match with the existing surfaces etc including taking downcomplete all as specified and directed by Engr-in-Charge |
| 67 | All as per srl item No 66.00 but for 20 MM bore |
| 68 | M&L for 18-20 mm thick Granite(of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills,cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match withshade of granite laid over 15 mm screed bed or bedding layerin CM 1:3, including grinding of edges to curved surface finish, (if reqdLPG gas pipe line hole), dismentling & making good complete all as specified & directed by Engr-in-Charge. |
| 69 | M&L Machine pre polished cut kota stone 18 mm(+-2mm) thick and jointed with grey slurry mixed with pigment to match the slab including rubbing and polishing as perincluding dismentling & making good complete all as specified and directed by Engr In Charge. |
| 70 | M&L for machine cut Green Marble 18-20 mm thick as in riser of steps, skirting, dado and pillar set over 10 mm rendering in CM 1:3 and jointed with grey cement slurry mixed with pigments to match the shade including rubbing and polishing including dismentling & making good complete all as specified by Engr-in-Charge. |
| 71 | M&L PCC 1:2:4 type B0 using 12.5mm graded crushed stone aggregate as in levelling course of floors25mm thick finished fair & even complete all as specified & as directed. |
| 72 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises. |
| 73 | M&L coloured non skid ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar 1:6 complete all as specified and as directed. |
| 74 | M&L glazed ceramic tiles (Ist quality) (coloured) 300mm x 450mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick backing in cement & sand mortar 1:4 complete all as specified and as directed. |
| 75 | M&L Vitrified tiles 8-10mm thick (square/rectangular), polished, coloured (light shade as approved), area of each tile not exceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over & including 15mm thick screed bed in cement & sand mortar 1:6 complete all as specified & directed by Engr-in-Charge. |
| 76 | All as per ser item No 75 above but as in skirting/dado including cement mortar 1:4 10mm thick complete all as specified & directed by Engr-in-Charge. |
| 77 | M&L for 75 mm thick PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in , path/hardstanding/subbase etc including complete all as specified and directed by EIC. |
| 78 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) n exc 1.5 but each complete all as specified & directed. |
| 79 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisturproof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with three numbers stainless steel butt hinges on each shuttrs of required size with necessary full body threaded star headed counter sunk S.S screws, including, SS barel tower bolt 150mm long-02 Nos & SS handle of 125mm-02 Nos all as per direction of EngineerIn- Charge. |
| 80 | Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardanand fixed in position with MS hold fast/ugs/SS dash fasteners of required diaincluding necessary hold fast/lugs or SS dash fastner/necessary cutting hall with making good complete as per direction of Engineer-in-Charge. |
| 81 | S&F in repair 600mmx450mm bevelled edge mirror of selected quality 5mm glass,mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engr In Charge. |
| 82 | S&F 4mm thick sheet glass, selected quality and glazing with oil putty in square n exc 0.5 sq. m in each pane including hacking out old broken glass (any thickness size,quility or description) complete all as specified. |
| 83 | S & F in repair gate valves 20mm bore, cast copper alloy screwed down high presure, with crutch of butterfly handle, screwed both ends for iron pipe or for unions and fixed |
| 84 | Dismantling of water tanks of capacity exc 250 but n exc 500 ltrs & removing to storescomplete all as specified & directed. |
| 85 | S&F 500 ltrs capacity rotational moulded polyethylene water storage tanks (cylinderical vertical with closed top)vhoilsted and fixed in position all as specified in SSR Part-Icomplete all as specified & directed . |
| 86 | S& Fixing in repair ball valve brass high pressure with polythene floatand fly nut screwed on iron pipe ad fixed 20 mm bore of pipe |
| 87 | S & F of rolled mild steel sections as in main and cross beams, hip and jack rafter, purlins where connected to common rafters, running rails, guides for sliding doors fixed with angle cleat and other connecting plates conforming to Fe-290 Grade E-165 including dismentling complete all as specified and directed. |
| 88 | S&Fpre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws as specification including dismentling complete all as specified and directed by Engr In Charge. |
| 89 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground Concrete, brick work,ground masonry, etc |
| 90 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,removing from from sitefilling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,complete all as specified and directedy Engr-in-Charge. |
| 91 | M&L for Cement concrete type C2 1:3:6 (using 40mm graded aggregate) in foundations, filling and mass concretecomplete all as specified and directedy Engr-in-Charge. |
| 92 | M&L for 5mm thick mild steel wire mesh any shape and any size fencing incl straining and fixing to steelposts and securin with galvanised iron tying complete all as specified and directed by Engr-in-Charge. |
| 93 | Mild steel bars 10 mm 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 clipscomplete all as specified and as directed by Engr-in-Charge. |
| 94 | 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 andcrewing 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, welding etc. and similar work conforming to Fe-290 Gde E-165 |
| 95 | S&F for preparation of new steel surface of any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed. |
| 96 | M & L for Providing precast cement concrete louvres and jallies, 35mm thick type B0, 1:2:4 (using 12.5mm graded aggregate) (measured solid), including all mould- ings frame/pillar set in CM 1:4 including taking out of RCClouvres and jallies and removing to store complete all as specified and directed by Engr-in-charge. |
| 97 | M&L 75mm thick PCC (1:4:8) type D2 using 40 mm graded stone aggregate as insub base, surface finished fair and even complete all as specified. |
| 98 | M&L chequered cement concrete (coloured glossy finish) tiles 30cmx30cm x25mm thick set and jointred in net cement slurry in floor and pointed with white cement and pimentincluding cement mortar screed bed 1:4 20mm thick and dismentling any description or thickness complete all as specified and directed |
| 99 | M&L factory made 60mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-35 conforming to IS 15658-2006 of shape and size as directed with grey cement and no pigment laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibratordismentling any description or thickness complete all as specified & directed. |
| 100 | Supply onlywater profing compound complete all as specified and as directed. |
| 101 | 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 including dismantling old existing kerb stone complete all as spd. |
