PROVISION OF AMENITY BLOCK FOR FABRICATION DEPARTMENT AT ND(V)

Amount

SCHEDULE "A" PART - I [CIVIL WORKS]

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil including removal, complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc. 1.5m wide and n. exc.1.5m in depth for foundations, pile cap, beams, shafts, wells, manholes, pier holes, laying of under ground cables or pipe etc., n exc 10 sq m on plan and getting out in soft/loose soil, complete all as specified and as directed by the Engineer-in-Charge.

M&L for Pre-construction anti termite treatment by treating the soil under ramp and plinth protection at @ 5Lit / Sqm of surface area, complete all as specified and as directed by Engineer-in-Charge.

Returning, filling in including, spreading, leveling, watering and well ramming in layers n. exc. 25cm thick in any type of soil, complete all as specified and as directed. Note:- A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.

Material & labour for drilling or boring for 800mm nominal dia. bored cast-in-situ piles, through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials to a distance exc. 10.00 km and n.exc 15.0km and depositing where directed, complete all as specified and as directed by Engineer-in-Charge.

All as per Item No.1.005 here-in-before but through rock for founding depth of socketing into the rock shall be minimum 2D (Where D is dia of pile) in mtr or 1.5mtr whichever is higher depth for 800mm nominal dia piles complete.

Notes for Item Nos. 1.005 to 1.006: (i) The depth of boring for piles shall be measured from existing ground/sea bed level/river bed top (as per soundings/reduced levels taken at the commencement of work) to the approved founding level. (ii) It shall be ensured that the waste bentonite slurry/ drilled or bored material is pumped off from the premises to locations shown by GE to contractor at his own cost. The distance mentioned in description of item shall be the shortest distance from the centre of the building. (iii) All channels/tanks made for bentonite circulations shall be filled with approved moorum obtained by contractor from outside MD land of any lead at his own cost after clearing all bentonite cakes. (iv) The contractor may use any approved method as approved by GE for boring without any extra cost to the Govt. The rates for boring of piles shall be inclusive of any method/ casing that may be used by the contractor for bored piles. Nothing extra shall be paid. (v) For the purpose of payment of boring/drilling, description of hard rock shall be as given in particular specification. (vi) The rates quoted by the contractor shall be inclusive of the rates for the shifting and setting up of piling rig as many times as required. (vii) Rates for bentonite slurry wherever required shall be included of quoted rate.

Carrying out initial load tests on test piles in land as per standard procedure laid down in IS-2911 (Part IV) 1985 by static load test method including compressive strength including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for a test load of 794.80 ton in non-working areas in the vicinity, including the cost of new piles for 800mm dia with specification as same as working pile with minimum depth of socketing into the rock 2D (Where D is dia of pile) Mtr or 1.5mtr whichever is higher depth, complete all as specified and as directed by the Engineer-in-Charge.

Carrying out routine load test (working pile) as per standard procedure given in IS-2911 (Part IV) 1985 by static test method for 800mm dia Piles for a test load of 476.88 tons complete all as specified and as directed by Engineer-In-Charge

Removal of excavated soil (all type of soil) to a distance exc. 10.0 Km but n. exc. 15.0 Km and depositing where directed complete all as specified and as directed by the Engineer-in-Charge. Notes:- (i) Tenderer shall obtain sanction from GVMC for designated places before quoting the tender. If designated place may be varied during execution, no claim shall be entertained on this account. (ii) Approval if any to be obtained from GVMC for dumping the excavated material at GVMC designated places, the same shall be obtained by the contractor. Nothing extra shall be paid on this ground.

M&L for sand filling under floors or pavings or in foundations laid in layers n.exc. 15cm thick spread, levelled and rammed including watering complete all as specified and as directed by Engineer-in-Charge.

M&L for filling in floors or pavings or below suspended floor with approved moorum/red bajri obtained from outside MD land of any lead, spreading in layers n exc. 15 cm thick, levelled and rammed including watering complete all as specified and as directed by Engineer-in-Charge.

M&L for hardcore of gauge n. exc. 63 mm, deposited, spread and leveled in layers n. exc. 15cm thick, watered and rammed to a true surface using broken granite stone or boulders, complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:4:8 type D2 (using 40mm graded Granite stone aggregate) as in foundation, filling, mass concrete and underneath pile caps, suspended flooring/slab, beams, plinth protection, surface channels, drains etc. complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC (1:5:10) type E2 (using 40mm graded Granite stone aggregate) (as in Sunken floors) as in foundation, filling, mass concrete and underneath pile caps, suspended flooring/slab, beams, plinth protection, surface channels, drains etc. complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC type B1 1:2:4 (using 20mm graded stone aggregate) in haunching/benching or coping including necessary form work complete all as specified and as directed by Engineer-in-charge.

M&L for PCC (1:2:4) type B1 (20mm graded granite stone aggregate) 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, water troughs, benching/ haunching and the like including necesarry form work and weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:3:6 type C1 (using 20mm graded granite stone aggregate) as in surface channels, drains etc., complete all as specified and as directed by the Engineer-in-Charge.

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

M&L for providing precast cement concrete (RCC) 1:2:4 type B1 (20mm graded granite stone aggregate) in cover slabs for manholes/drains, chullah hoods, chajjas, water troughs, mangers, shelves, baffle wall and similar articles set in CM 1:4 with plain fair faces, including necessary formwork etc., complete all as specified and as directed by Engineer-in-Charge. Note: Reinforcement shall be measured and paid for separately under respective item of schedule 'A'

M&L for Reinforced cement concrete (Ready mix concrete) by design mix M-40 grade (Using 20mm graded granite stone aggregate) as in bore holes using Portland slag cement and admixture Auramix 400 of Fosroc/Smartcare maximo plast PX range of Asian paint or equivalent for piles in tremie method including necessary dewatering, formwork, concrete mixed in RMC plant, transporting, placing, compacting, vibrating etc., complete all as specified and as directed by the Engineer-in-Charge.

Notes: (i) Design mix shall be as per IS-456-2000 and max size of aggregate shall not exceed 20mm and the slump shall be 150 to 180mm. (ii) Reinforcement shall be measured and paid separately. (iii) Unit rate shall be deemed to include interalia for preliminary design mix, works test cubes as specified. (iv) Minimum cement content shall be 400 Kg/ Cu.m. of concrete for M40 (Piles) using Portland slag cement with minimum slag content of 50% (fifty percent) (v) Admixture shall be added as per manufacturer instructions. The rate for admixture Auramix 400 of Fosroc/Smartcare maximo plast PX range of Asian paint or Equivalent shall be deemed to be included in the quoted rate. (vi) The unit rate shall be deemed to include for carrying out non-destructive integrity test for 100% of the total number of piles as per IS 14893-2001 shall be done by Government Engineering College / IIT Chennai in the presence of contractor and the test results shall be vetted by the same authorities. Cost of testing is include in the quoted rates. (vii) In case at the time of mix design cement content is increased beyond minimum content given above, no extra payment will be made. (viii) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks shall not be used.

M&L for Reinforced cement concrete of grade M-40 (Design mix using 20mm graded granite stone aggregate) using ready mix concrete including supply and mixing of admixtures, as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, pile caps, suspended floor beams & slabs, plinth protection, basement slabs, under-reamed piles etc. using Portland slag cement and handling, conveyance, errection with alignment in true position complete all as specified and as directed by the Engineer-in-Charge.

All as per item No.1.021 here-in-before but slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, duct slab and in shelves and the like complete.

All as per item No.1.021 here-in-before but as in columns, Pillars, piers, vertical bands, posts, walls and struts etc complete.

All as per item No.1.021 here-in-before but as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands, fins, fascias, louvres, parapets and railings exc. 60cm in height, newels, balustrade, chajjas, challah hoods, stairways including steps, string pieces and the like etc., complete.

Notes for item Nos. 1.021 to 1.024: (i) Minimum cement content shall be 400 Kg/Cu.m. of concrete for pile caps, suspended floor beams, slabs and footings, platform (Covered under item No.1.021) and cement content shall be 360 Kg/Cu.m. of concrete for M-40 using Portland slag cement with minimum slag content of 50% (fifty percent) for items covered under item Nos. 1.022 to 1.024. (ii) Reinforcement shall be measured and paid separately. (iii) Unit rate shall be deemed to include interalia for preliminary design mix, works test cubes as specified. (iv) Minimum cement content shall be 400 Kg/ Cu.m. of concrete for M40 (Piles) using Portland slag cement with minimum slag content of 50% (fifty percent) (v) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks shall not be used.(vi) Incase at the time of mix design, cement content is increased beyond minimum content given above, no extra payment will be made.

Chipping off laitance concrete in piles above cut off level upto a maximum of 1m from cut off level and disposal of debris to a distance exc. 10.0Km but n. exc. 15Km and depositing at locations as approved by GVMC.

M&L for Brick work using fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for brick work using fly ash bricks, straight or curved on plan to any radius as in half brick thick walls (100mm thick) built in cement mortar 1 :4 including supply and fixing of 2 Nos of 8mm dia CRS TMT bars at every fourth course of brick work complete all as specified and as directed by the Engineer-in-Charge.

M&L for steel formwork to sides of concrete foundations, pile caps, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, waist slabs, landings and similar work not exceeding 200mm thick (horizontal or sloping) complete all as specified and as directed.

All as per item No.1.029 here-in-before but to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splays between floors and beams, etc. complete all as specified and as directed.

All as per item No.1.029 here-in-before but to fins, louvers, fascia for fair finished surfaces of concrete flat complete.

All as per item No.1.029 here-in-before but to sides of pillars, posts, struts, columns and the like square, rectangular and polygonal complete.

All as per item No.1.029 here-in-before but to sides and soffits of chajjas including supports overhangs etc. and splays between floor and beam etc complete.

All as per item No.1.029 here-in-before but to staircases with sloping or stepped soffits including risers and stringers (excluding landing) complete.

M&L for steel form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs etc. exc. 10cm but n. exc. 20cm wide for fair finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

All as per item No.1.035 here-in-before but exc. 20cm wide for fair finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for Steel Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter all as specified and as directed by the Engineer-in-charge.

S&F Fiber Glass Reinforced Plastic (FRP) Door Frame of cross section 90mm x 45mm having single rebate of 32mm x 15mm to receive shutter of 30mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame., complete as specified by the manufacturer and as per directions of Engineer-in-charge.

S&F 30mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of approved colour, brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3mm thick FRP laminate for forming hollow rails & styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames, complete all as per manufacturer instructions and as directed by Engineer- in-charge.

S&F 200mm long aluminium, anodised barrel tower bolts of extruded section complete all as specified and as directed.

S&F 125mm long aluminium, anodised barrel tower bolts extruded section complete all as specified and as directed.

S&F 16mm dia 250 mm long aluminium alloy, anodised sliding door bolt with hasp, staple and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section and fixed complete all as specified and as directed by Engineer-in-charge.

S&F 125mm size butt hinges, extruded aluminium alloy with galvanised mild steel pin, anodized and fixed, type C-21 complete all as specified and as directed.

S&F 150mm long aluminium alloy handles with 25X3mm thick plate, fabricated type, anodised complete all as specified and as directed.

S&F brass mortice locks, vertical type 100mm size 4 levers complete all as specified and as directed by Engineer-in-Charge.

S&F floor door stopper with rubber shoe 150mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed complete all as specified and as directed by Engineer-in-charge.

M&L for Reinforcement in any situation using Corrosion resistant TMT steel bars of grade Fe-500D, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 1.047 here-in-before 6mm dia and upto 8mm dia bars complete.

All as per item No. 1.047 here-in-before but 5mm dia. and over upto and including 12mm dia. as in stirrups, spacers and binders complete.

M&L for providing and installing 6mm thick MS liner for bored cast-in-situ concrete piles with stiffeners (as shown in drawing), driving shoe with continuous welding including cutting, bending welding etc. confirming to Fe 410W Gde E-250 Quality BR/B0 complete all as specified and as directed by the Engineer-in-Charge. Notes:- (i) Rate shall be inclusive of cutting the liner at cut off level. The rate is deemed to include for cutting, removal and salvage value of the material so obtained. (ii) MS liner shall be driven upto refusal level/rock touch level, the occurrence of refusal level will be decided by GE at site based on visual inspection of bailer samples from pile bore hole, past experience and laboratory test result. The decision of GE in this regard will be final and binding. (iii) MS liner will be measured and paid up to the cut off level only of pile. Additional MS liner if used for convenience of construction shall be included in the rates quoted. Nothing extra shall be paid separately on this account.

S&F aluminium powder coated frame for doors, partitions, windows and ventilators with one or more rebates of extruded built up standard tubular and other section of approved make according to IS 1868 (Thickness of powder coating not less than 50 micron).) fixed with rawl plugs, aluminium anodised screws or fixing with clamps or with expansion hold fasteners including necessary filling up of gaps of junctions at top and bottom and sides with required PVC/neoprene felt etc. Aluminium sections should be smooth, rust free, straight mitred and jointed mechanically wherever required including cleat angle, PVC/Neoprene gasket for glazing, paneling, aluminium anodised screws etc. complete all as specified and as directed by the Engineer-in-Charge.

S&F powder coated anodised aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. (thickness of powder coating not less than 50 micron) complete all as specified and as directed by the Engineer-in-Charge.

S&F powder coated anodised aluminium window and ventilator shutters, 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 (1no.) complete all as specified and as directed by the Engineer-in-Charge.

S&F factory made aluminium powder coated decorative grill for windows and ventilator with one or more rebates including jointing cleats/beading 'U' or 'H' channel for fixing etc. complete all as specified and as directed by the Engineer-in-Charge.

S&F 12mm thick pre-laminated particle board, exterior grade, ISI marked, pre-laminated on both sides with decorative choice lamination and fixed in aluminium partitions, doors shutters etc, with aluminium glazing clips complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace etc., consisting of following sequences of operations on RCC surfaces; (a) Roof slab shall be cleaned thoroughly and apply cement slurry @3 kg/sqm. (b) Clean the surfaces thoroughly and apply bitumen primer @ 0.4 kg/ sqm. (c) Polymeric water proofing (Actatic poly propelene) membrane weight not less than 3 kg/ Sqm and minimum 3mm thick reinforced with polyester non woven fabric (non woven fabric wt. not less than 150 gms/sqm) shall be laid over the entire surfaces. (d) A coat of bituminous aluminium paint @ 0.1 kg/sqm complete all as specified and as directed by Engineer-In -Charge. (e) Ponding test as specified complete all as specified and as directed by Engineer-In -Charge. (f) Each strip shall overlap the preceding one by atleast 10 cm at the longitudinal edges and 15 cm at the ends. Note:- Quoted rate is deemed to include the cost of all sequences mentioned above including preparation of surfaces.

Material and labour for water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace etc., consisting of following sequences of operations on RCC surfaces; (a) Clean the surfaces thoroughly and apply bitumen primer @ 0.4 kg/ sqm. (b) Polymeric water proofing (Actatic poly propelene) membrane weight not less than 3 kg/ Sqm and minimum 3mm thick reinforced with polyester non woven fabric (non woven fabric wt. not less than 150 gms/sqm) shall be laid over the entire surfaces. (c) Cement concrete tile size 30cmx30cmx25mm thick machine pressed set and jointed in neat cement slurry over 15mm thick screed bed or bedding layer in CM (1:4). (d) Ponding test as specified complete all as specified and as directed by Engineer-In -Charge. (e) Each strip shall overlap the preceding one by atleast 10 cm at the longitudinal edges and 15 cm at the ends. Note:- Quoted rate is deemed to include the cost of all sequences mentioned above including preparation of surfaces.

M&L for exposed metal frame ceiling with calcium silicate board of minimum 12mm thick, of siliceous and calcareous material reinforced with cellulose fibre for fixing in frame work of anodised aluminium snap grid of size 600 mm x 600mm and Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long, complete all as specified and as directed.

M&L for machine cut kota stone slab 18 to 20 mm thick as in floors over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing, complete all as specified and as directed.

All as per item No. 1.059 here-in-before but work on vertical surfaces such as in skirtings and risers of steps etc complete. Notes for Item Nos 1.059 and 1.060 :- Quoted rate is deemed to include the cost rounding/chamfering of edges wherever required.

M&L for Providing Precast cement concrete type B-0, 1:2:4 type B0 louvres and jallies, 40mm thick (measured solid), with and including Pre cast frame and all mouldings, set in CM 1:4, complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C2 using 40mm graded aggregate as in concrete bed to drain pipes with and including packing under and haunching against the sides of pipes after they are laid and tested, for 150mm bore pipe, complete all as specified and as directed by Engineer-in-Charge.

M&L for 100mm thick plain cement concrete 1:2:4 type B2 (using 40mm graded granite stone aggregate) as in sub floors, sub bases, flooring and pavings etc with chequered surface finished fair and even without using extra cement, complete all as specified and as directed by the Engineer-in-Charge.

M&L for 100mm thick plain cement concrete 1:3:6 type C2 (using 40mm graded granite stone aggregate) as in sub bases finished fair and even without using extra cement, complete all as specified and as directed by the Engineer-in-Charge.

M&L for coloured glazed ceramic tiles of size 600mmX300mmX7 to 8mm thick set and jointed in neat cement slurry and pointed in coloured cement to match the shade of the tiles in vertical surfaces such as skirting/dado etc, complete all as specified and as directed by the Engineer-in-Charge.

M&L for coloured non skid ceramic tiles 7mm to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors etc., set and jointed in neat cement slurry and pointed in white cement with admixture of pigment to match the shade of the tile complete all as specified and as directed by the Engineer-in-Charge.

M&L for 9mm to 10mm thick light coloured vitrified ceramic tiles (square/rectangular) polished, area of each tiles not. exc. 0.36 Sq.m. in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match with the tile surfaces over and including 15mm thick screed bed or bedding layer in CM (1:4) for laying tiles, complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 1.067 here-in-before but work on vertical surfaces such as in skirtings, dados and risers of steps etc over and including 10mm thick backing coat in CM 1:3 for fixing tiles, complete all as specified and as directed by the Engineer-in-Charge.

M&L for factory made coloured chequered cement concrete tiles 300 x 300 x 22 to 25mm thick, machine pressed, set jointed and pointed in neat cement slurry in floors with grey cement and pigment and laid over and including 20mm thick screed bed or bedding layer in CM (1:6) for laying tiles, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 5mm thick rendering in CM (1:3) on surfaces of ceilings etc., finished even and fair without using extra cement all as specified and as directed by the Engineer-in-charge..

M&L for rendering 10mm thick on other than fair faces of brick work or concrete surfaces of walls in CM 1:6 finished even and fair without using extra cement complete all as specified and as directed.

M&L for 10mm thick backing coat on fair faces of brick work or concrete surfaces in CM 1:4 and finished the surface fair & even to receive tiles complete all as specified and as directed.

Material and Labour for rendering to fair faces of brick / concrete surfaces, 15 mm thick in cement mortar 1:6, surfaces finished fair and even, complete all as specified and as directed by the Engineer-in-Charge.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in two layers. 10mm thick in cement mortar 1:6 followed by 5mm thick plaster in cement mortar 1:4 mixed with water proofing compound as per manufacturer's instructions and finish the surface fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note: Supply only WPC will be measured and paid separately.

M&L for 15mm thick screed bed or bedding layer in CM (1:4) for laying floor finishes complete all as specified and as directed by Engineer-In -Charge.

M&L for 15mm thick screed bed or bedding layer in CM (1:3) for sunken floor with water proofing compound complete all as specified and as directed by Engineer-In -Charge. (Supply only WPC shall be measured and paid separately)

M&L for bitumen blown 85/25 grade in sunken floor, applied hot in two coats to concrete surfaces @ 1.5Kg/sqm per coat complete all as specified and as directed by Engineer-In -Charge.

Supply only Integral Water Proofing Compound.

M&L for preparation of surfaces and applying three coats of white wash on newly plastered surfaces of ceilings complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of surfaces and applying three coats of white wash on newly plastered surfaces of wall complete all as specified and as directed by Engineer-in-Charge.

M&L for applying two coats of distemper acrylic emulsion paint including a coat of wall care putty and including preparing surfaces of ceiling, complete all as specified and directed by Engineer-in-charge.

M&L for two or more coats of distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour including 2mm thick wall care putty complete all as specified and directed by Engineer-in-charge.

M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new plastered surfaces complete all as specified and directed by Engineer-in-charge.

Supply and fixing 5.0mm thick sheet glass of ordinary quality of approved brand fixed in position with and including PVC/Neoprene gasket for glazing, glazing clips in doors, windows, partitions in squares not exc 0.50 Sqm in each pane etc. complete all as specified and as directed by Engineer-in-charge.

All as per item No. 1.084 above but exc. 0.5 Sq.m. each pane.

S&F 15mm dia bore chromium plated bib taps, fancy type, cast copper alloy, quarter turn, screwed down screwed for iron pipe or for brass ferrule complete all as specified and as directed by Engineer-in-charge.

S&F 15mm bore chromium plated pillar taps, fancy type, cast copper alloy, quarter turn, screwed down high pressure with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed by Engineer in charge.

S&F chromium plated 15mm bore stop valves, fancy type, quarter turn, cast copper alloy, with long shank and cup (concealed), screwed down high pressure quarter turn screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer in charge.

S&F cardiff health faucet (Cat No T9941A1 of Parryware or equivalent) with and including connecting hose 1.0 m long (Cat No T991999 Make Parryware) and Jet angle valve Cat No (T 9914A1) and hook fixed to wall complete complete all as specified and as directed by Engineer-in-charge.

S&F 110mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints laid in trenches and floors complete all as specified and as directed.

S&F 75mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints laid in trenches and floors complete all as specified and as directed.

S&F 110mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to wall with suitable size brackets complete all as specified and as directed.

S&F 75mm bore PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to wall with suitable size brackets complete all as specified and as directed.

S&F PVC (SWR) vent cowl suitable for 110mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) vent cowl suitable for 75mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) bend any radius suitable for 110mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) bend any radius suitable for 75mm bore pipes including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) branch pieces suitable for 110mm bore pipes, (single Y), equal or unequal, ordinary or inverted with oval access door including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S&F PVC (SWR) branch pieces suitable for 75mm bore pipes, (single Y), equal or unequal, ordinary or inverted with oval access door including jointing with solvent cement complete all as specified and as directed by the Engineer-in-charge.

S & F PVC(SWR) floor/nahani trap 100x75mm size plain with grating including jointing to waste pipe with solvent cement complete all as specified and as directed by Engineer-in-charge.

S &F 110mm dia PVC (SWR) EWC connector bent type and jointed with solvent cement all as specified and as directed.

S & F 2000 litres capacity of rotational moulded polyethylene water storage tank (Cylindrical vertical with closed top), triple layered, hoisted and fixed in position including all fittings like 20mm dia tank nipple, 20mm dia ball valve, tank cover etc, complete all as specified and as directed by the Engineer-in-Charge.

S & F PVC (SWR) gully trap 125/110mm size with grating including jointing with solvent cement complete all as specified and as directed by Engineer-in-charge.

S&F Galvanised steel water tubing 15mm bore medium grade conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid in floors including testing, complete all as specified and as directed by the Engineer-in-charge.

All as per item No. 1.104 here-in-before but 20mm bore complete.

S&F 75mm dia PVC(SWR) bend with oval access door complete all as specified and as directed.

S&F stainless steel of railing grade SS 304 pipes, for stair case/verandah etc., railing including buffing etc., complete all as specified and as directed by Engineer in charge

S&F 40mm dia HDPE pipes fixed to walls or laid in floors as waste pipe including all fittings complete all as specified and as directed by Engineer in charge

S&F toilet paper holder coloured of vitreous china box type fixed to walls with chromium plated brass screws complete all as specified and as directed.

S&F vitreous china white half stall type urinal with grating and unions for discharge pipe line including 32 mm dia PVC polythene pipe of suitable length from the urinal to trap of below including Push tap any colour high pressure of PTMT screwed for iron pipe and fixed, (Minimum weight 15mm-47gms/ 20mm- 75gms) necessary jointing complete all as specified and as directed.. Make of JAQUAR Model no URS-WHT 0701 or its equivalent all as specified and directed.

S&F tubular towel rail 600mm long 20 mm dia, D type brass chromium plated, including fixing screws, complete all as specified and as directed.

S&F vitreous china Wash down water closet pan EWC (Pedestal pattern), white with 'P'or 'S' trap étc, including plastic water closet seat , closed pattern with flat bottom cover, mild steel chromium plated or aluminised hinging device, fixing bolts, etc including PVC valve less, syphonic action type low level flushing cistern 10 ltrs capacity, white with inlet ball valve, float and handle soft touch type including brackets, PVC flush pipe etc fixed with CP brass screws, complete all as specified and as directed by Engineer - in - Charge.

S&F Vitreous China wash basin, white, flat back, size 580x450 mm excluding taps, waste, chain and plug and porcelain stopper but including brackets of required size, including cutting for and pinning in ends of brackets or erecting stand but exclusive of waste pipe, complete all as specified and directed.

S&F PVC connection (high density) 15mm bore 450mm with PTMT nuts both ends with rubber washer complete all as specified and as directed by Engineer-in-charge.

M&L for Construction of Brick Masonry Septic tank, 100 users capacity, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, brick masonry in walls in CM 1:4, RCC M-30 concrete Baffle walls and Roof slab, plastering in CM 1:4, PCC flooring as shown on drawing, including vent shaft, manhole openings with cover connection etc., complete with all necessary fittings as shown in Drg No. DGNP/TD/213 sheet No. 1/1 dated 04-04-2015, complete all as specified and as directed.

M & L for Construction of 100 users soakage well, excavation in any type of soil, foundation in PCC 1:3:6, walls of honeycombed masonry with top ring of M-30 concrete including intercepting chamber and screen chamber made of brick masonry in CM (1:4), RCC cover slab in M25 /SFRC cover inter connecting pipes of RCC / DWC complete filled with brick bats, complete all as specified and as directed by Engineer - in - Charge.

M&L for Reinforced concrete pipes, class NP2, 150mm bore, laid and jointed in cement mortar complete with collars all as specified and as directed by Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - I

SCHEDULE "A" PART - II [INTERNAL ELECTRIFICATION]

M & L for point wiring with 1.5 Sq.mm. (nominal cross sectional area) PVC FRLSH insulated unsheathed cable with copper conductor, single core multi stranded 1100 V grade confirming to IS 694: 1977 drawn in and including rigid PVC conduit concealed including provision of 20mm bore rigid PVC conduit medium grade as per IS 9537 (Part 1-1983) with conduit accessories, provision of junction boxes, tees, terminal boxes with factory made MS boxes, modular cover plate with frame for mounting modular switches/ sockets etc, including one run of 1.5 Sq.mm. single core PVC FRLSH unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly for one light/bell/fan/exhaust fan/wall mounted fan controlled by one way switch complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No 2.01 here-in-above but for controlled by two way switches complete.

All as per item No 2.01 here-in-before but with 2.5 Sqmm copper conductor cable and 2.5 Sqmm cable as earth continuity conductor for 15/16 Amp socket point controlled by one switch complete.

S&F modular switch, 1 module, single pole one way 5/6 Amps 230 V complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No 2.04 here-in-above but two way modular switch complete.

M & L for fixing of modular switch 1 module, 15/16Amps, single pole, one way, 230 V complete all as specified and as directed by the Engineer-in-Charge.

M & L for fixing of modular socket, 2 module, 2/3 pin, 5/6Amps on independent board complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing stepped type modular Fan regulator 2 module suitable for 230 Volt, AC, 50 Hz complete complete all as specified and as directed.

M & L for fixing of modular socket 2 module, 5 pin, 15/16Amps, 230 V complete all as specified and as directed by the Engineer-in-Charge.

M & L for Ceiling rose surface bakelite 65 x 50 mm having 3 terminals complete all as specified and as directed by the Engineer-in-Charge.

S&F LED light fitting 20Watt, 220Volt, AC, decorative box type with driver, holder, LED tube complete with all accessories internally pre wired and including connecting up with three core twisted flexible copper conductor cable with suitable size, complete all as specified and as directed by Engineer-in-Charge. Make: 1. Model No. LUMILINEBS20LED840SPCWH of Havells or equivalent model of approved make. 2. The contractor shall provide QR code on the light fitting (not on box) to check the date of manufacture and other info as per light fittings manufacturer.

S & F LED all in one solar street light of 20 watt made with high efficiency monocrystalline solar PV module, Lithium ferro phosphate battery with in built BMS technology, high efficiency LED, MPPT solar charge controller and aluminium extruded body and specially programmed to automatically control the dimming and brightness of light which increases the backup time, including GI pipe of medium grade, 50 mm dia , 1.5 m length with two brackets and necessary connecting nut and bolts etc, complete with all accessories internally pre wired and including connecting up with twin core twisted flexible copper conductor cable all as specified and as directed by Engr-in-Charge. Make: Model No. SOLAR AIO 20 WATTS of Havells or equivalent model of approved make.

S&F ceiling fan 230 V, 1200mm sweep (Energy Efficient and 5 Star Rated) with complete accessories including provision of suitable down rod, flexible 3 core cable of suitable size for 230 Volt, AC 50 Hz complete all as specified and as directed.

Supply and fix heavy duty exhaust fan 300mm sweep 900 RPM operates in 230 V, single phase with louvers with all accessories and necessary PCC work including connection, testing etc. complete all as specified and as directed by Engineer-in-charge.

M & L for circuit/ sub main wiring with two runs of 4.0 Sqmm nominal cross section area PVC FRLSH insulated unsheathed cable with copper conductor, single core multi stranded 1100 V along with one run of 4.0 Sqmm PVC FRLSH insulated unsheathed cable with copper conductor, single core multi stranded as earth continuity conductor through and including rigid PVC conduit (medium grade) of suitable size as per IS-9537 (Part-I:1983) of suitable bore and accessories, complete all as specified and as directed by the Engineer-in-Charge. Note:- Two runs of cable as specified of phase wire, one run of earth wire and one run of conduit shall be measured as one unit.

Supply and fixing of MCB DB, TPN 4 ways, double door, 415V with 200amps rated busbar and neutral link complete all as specified and as directed by Engineer-in- charge.

Supply and fixing of MCB DB, SPN 8 ways, double door, 220V with 200amps rated busbar and neutral link complete all as specified and as directed by Engineer-in- charge.

Supply and fix MCB SPN 32A, C- curve, 10KA with necessary connecting up in MCB DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix MCB SP 6-32A, C- curve, 10KA with necessary connecting up in MCB DB complete all as specified and as directed by Engineer-in-Charge

Supply and fix 4 Pole MCCB TPN, 63A, 415V, 35KA with necessary connecting up in MCB DB, complete all as specified and as directed by Engineer-in-Charge

Supply and fix energy efficient air circulator fan/wall fan 230 Volts single phase oscillating 450mm sweep suitable for wall mounting with all accessories complete all as specified and as directed by Engineer-in-charge.

M & L for earthing complete with galvanised steel earth plate electrode 60cm X 60cm X 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead 4mm GI wire by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-I including excavation/earth work in any strata, adequate quantity of charcoal and common salt, PCC chamber with RCC cover slab with suitable handle and angle iron frame of suitable size to fix the cover, with 20mm bore GI pipe light grade for watering with funnel, wire mesh and 15mm bore GI pipe medium grade for GI wire protection and 4mm GI earth wire including testing on completion complete all as specified and as directed by Engineer-in-Charge. Note: Earth wire will be measured after 7.5mtr from the earth wire or earth testing terminal block whichever is lesser shall be measured and paid under relevant item.

M & L Earth continuity conductor or main earthing lead made of GI wire of size 4mm dia, fixed to wall on batten or recess or chases or burried in ground or fixed to poles or any other indicated situation including drawing through GI Pipe for earthing etc. complete all as specified and as directed

M&L for single pole and neutral metal clad enclosure with 2 pin and earth plug and socket complete with double Pole MCB of capacity 20-32 Amps, 240V complete all as specified and as directed by Engineer-in-charge.

Supply, installation, testing and commissioning of Water cooler fully stainless steel, electric driven single phase having 80 Ltr/hr storage and nominal cooling capacity 40 Ltr/hr using green refrigerant R134A having 2 nos faucet complete all as specified and as directed.

Supply and fixing Voltage stabilizer with copper winding for automatic operation, single phase, naturally air cooled, indoor type, and designed for input variation between 170V to 270V with output voltage stabilized at 230V with accuracy of (+) or (-) 5% and of capacity 1 KVA complete all as specified and as directed.

SUB TOTAL OF SCHEDULE "A" Part - II

SCHEDULE "A" PART - III [EXTERNAL ELECTRIFICATION]

Supply and laying in trenches or ducts or passing through the pipe, testing and commissioning of cable XLPE insulated screened PVC bedded, galvanised steel strip or wire armoured electric LT power cable (suitable for earthed system) (heavy duty) with stranded aluminium conductor 1100 volts grade of size 3.5 core 35 Sqmm complete all as specified and as directed by Engineer-in-Charge Note:- Quoted rate includes cost of cable glands, ferrules and other connecting accessories if any.

Supply and spreading river sand in trenches as cushioning to under ground cable on top and bottom of cable and leveling & ramming complete all as specified and as directed by Engineer-in-charge. Note:- Punned thickness will be measured.

Supply and laying un-reinforced precast concrete cable cover, class LV, type I with size 250 mm x 150 mm x 40 mm complete all as specified and as directed by Engineer-in-Change.

Supply and fix MCCB TPN, 100A, 415V, 35KA with necessary connecting up in DB, with and including wall mounted sheet metal enclosure for fixing MCCB, complete all as specified and as directed by Engineer-in-Charge

SUB TOTAL OF SCHEDULE "A" Part - III

SCHEDULE "A" PART - IV [EXTERNAL WATER SUPPLY]

Cutting of existing CI pipe line of sizes upto 100mm dia with and including inserting of new tees/reducer/sockets etc., as per site requirement in ground / walls / floors etc., complete all as specified and as directed. Note: Quoted rate shall be inclusive of required CI Specials.

Supply and fixing galvanised steel water tubing 50 mm bore medium grade, ISI marked, conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid on floors or in trenches including testing complete all as specified and as directed by the Engineer-in-charge.

All as per Item No 4.02 here-in-above but for 40mm dia complete.

All as per Item No 4.02 here-in-above but for 25mm dia complete.

Supply and fixing of stop cock suitable for 25mm bore of pipes complete all as specified and as directed by Engineer-in-charge.

Supply and fixing of Gun metal gate valve suitable for 40mm bore of pipes complete all as specified and as directed by Engineer-in-charge.

Supply and fixing of globe valve suitable for 50mm bore of pipes confirming to IS:9338 complete all as specified and as directed by Engineer-in-charge.

M&L for valve chamber including excavation in any type of soil, spreading, leveling and refilling etc., PCC (1:4:8) type D2 for foundation, brick work of one brick thick wall in CM (1:4) including internal plaster 15mm thick in CM (1:4) external plaster 15mm thick(1:4) and providing coping in PCC (1;2:4) type B1, angular iron frame with 3mm thick MS plate cover complete including locking arrangements and having FRP coating of 2mm thick on both inside and outside surfaces for the size of chamber 1000x1000x600mm with all necessary fittings shown in drg No. DGNP/TD/157(R) Sht No. 1/1 dated 20-05-2005 complete all as specified and as directed by Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - IV

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