Construction of Civil Works (including Pile foundation) and Public Health Engineering Works for PEB-II at VECC, Rajarhat Campus, Kolkata.

Amount

ABSTRACT OF COST

PART I : CIVIL WORKS

PART II : PUBLIC HEALTH ENGINEERING WORKS

Description of Work / Item(s)

Amount

ABSTRACT OF PART I : CIVIL WORKS

PART I -A : SUB-STRUCTURE

PART I -B : SUPER-STRUCTURE (STRUCTURAL)

PART I -C : FORM WORK

PART I -D : STEEL REINFORCEMENT WORK

PART I -E : MASONRY WORK

PART I -F : FLOORING WORK

PART I -G : DOORS AND WINDOWS

PART I -H : FITTINGS AND FIXTURES

PART I -I : PLASTERING WORK

PART I -J : PAINTING WORK

PART I -K : MISCELLANEOUS WORK

Description of Work / Item(s)

Amount

PART I : CIVIL WORKS

PART I-A : SUB STRUCTURE

In all soil other than soft and hard rock

Depth not exceeding 1.5 m from ground level

Depth exceeding 1.5 m & up to 3.0m from ground level

Depth not exceeding 1.5 m from ground level

Depth not exceeding 1.5 m from ground level

Construction of cast-in-situ RCC bored piles using rotary drilling method as per IS 2911 (Part-I, section-2) latest revision using concrete of M-30 grade with minimum cement content of 400 kg/cum of concrete, including cost of all materials, labour, use of plant and machinery, casting of pile to plumb, rectifying defects if any, including empty boring if any, breaking pile heads, dewatering, bore hole stabilization using temporary casting/ bentonite, disposal of the excavated muck/ bentonite slurry, broken pile heads to suitable dumping area as approved by statutory authority outside the VECC, Rajarhat Campus including all lead by mechanical transport etc. (but excluding the cost of steel reinforcement which shall be paid under relevant item), all as per drawing and specification etc., complete & as directed by the Engineer-in-charge. Please refer Additional Notes.

500 mm dia piles of length upto 25.00 m from cut off level. (Safe Bearing Capacity of 80 MT)

500 mm dia. piles of length exceeding beyond 25.00 m length from cut off level. (Safe Bearing Capacity of 80 MT)

Empty boring from existing ground level for 500mm dia pile or working level to cut off level as required at site and directed by the Engineer in Charge

Extra for RMC (Ready Mixed Concrete) for pile confirming to IS:4926 (latest) in lieu of conventional RCC for pile supplied by approved RMC manufactures including transporting pumping etc. complete as per instruction of the Engineer in charge. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure. Please refer Additional Notes.

500 mm dia piles

Carrying out Routine pile load test for 500 mm dia pile for 80 MT working capacity for vertical load, using Maintained load method as per IS:2911 (Part-4), Latest Revision using hydraulic jack & dial gauges including all supporting arrangement, kentledge, it's transport, loading, unloading, preparation of pile head or constrcution of test cap and dismantling of test cap after test etc complete all as per specifications and as directed by Engineer-in-Charge. Note:- i) Hydraulic jack and dial gauges shall be got tested and calibrated from NABL approved lab before use on works. ii) Agency shall submit the design of loading platform before test for approval of EIC. iii) Pile load test shall not be carried out by dynamic method of testing. iv) Rate should include cost of preparing and submitting the detailed test report to the EIC incorporating all the parameters required for confirming ultimate/safe load carrying capacity of pile

Routine Load Test, for Single pile of 500 mm dia pile for 80 MT working capacity, Test load 1.5 times the safe capacity.

Carrying out routine pile load test for 500 mm dia pile for : Lateral load testing of single pile with free pile head for 1.65 MT working capacity of pile, in accordance with IS:2911 (Part-4), Latest Revision for determining safe allowable lateral load on pile etc. complete as per drawing, as per technical specification and as directed by the Engineer in charge.

Upto 1.65 T working capacity of pile

Providing 150mm thick flat brick soling in two layers with well burnt brick of approved quality soling bricks at all locations of subbase to floor and plinth protection and below foundation laid flat to required level, gradient slope etc. including binding with locally available fine sand including watering and pointing with cement mortar 1:6 finishing curing etc.complete as shown in drawing and as per specifications and as directed by the Engineer-in-Charge.

Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below using graded stone aggregate of 20 mm maximum size including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. (Note:- Reinforcement provided if any shall be measured & paid under relevant item.)

PCC M-10 grade in bed concrete to pile caps, foundations, cable pits, cable trenches, pedestal, encasing etc.

PCC M-15 grade in bed concrete to pile caps, foundations, , cable pits, cable trenches, pedestal, encasing etc.

PCC M-20 grade in sub base flooring, foundation in pedestals, cable pits, cable trenches, plinth protection, ramps, encasing, storm water drains haunching, etc.

Providing and laying in position, in foundation and plinth including pile cap, pedestal, tie beam etc. at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade M-30, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. Refer Additional Notes.

Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure. Please refer Additional notes.

Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work in foundation i.e in pile caps, plinth, tie beams, lift pits, cable trenches/pit etc. including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. Please refer Additional Notes.

Reinforcement for RCC work including supplying, delivering, storing of various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.)

Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only.

Brick masonry work in foundation, plinth, cable pits, trenches, steps using well burnt bricks from approved lot of class designation 7.5 (classification as per IS:1077-1992 and min. average compression strength not less than 7.5 N/mm2, as specified) in cement mortar 1: 4 using ready mix mortar to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. Refer to Additional Notes.

Cement plastering work using cement sand mortar and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

15 mm thick Using ready mix cement mortar having Cement : Sand (1:4).

Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority approved dumping pits/ dumping area outside colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority. Royalty for transportation, disposal of Rock, spreading etc. including obtaining permission from statutory authority, if any shall be borne by the contractor. Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible.

Supplying and spreading pesticides chlorpyriphos or other chemical approved by central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-construction anti-termite treatment at the rate of 7.5 liters per sq.m. on vertical and 5 ltrs. per sq.m. on horizontal surfaces (or as directed by the manufacturer) within the trenches, 50% of the emulsion to be filled in the holes made in trenches at 150 mm. centre to centre etc. complete as per IS 6313 Part-II. (The payment will be made on the basis of plinth area measurement only at ground floor/ stilt area for all stages of operation and vertical face will not be measured for payment) all complete as per specifications, drawings and as directed by the Engineer in charge. Please refer Additional Notes.

Providing and laying damp proof course 38 mm thick at plinth level in cement concrete 1:2:4 using 10 mm. maximum size and down graded stone aggregate, mixed with approved waterproofing compound at 2% by weight of cement laid to levels, slopes etc. including applying a coat of hot bitumen of (grade 80/100) / (VG-10) at 17 kg./10 sq.m. including cost of form work, curing all complete as per specifications & as directed by the Engineer in charge.

TOTAL OF PART I-A : SUB STRUCTURE

PART I-B : SUPER-STRUCTURE (STRUCTURAL) Super structure items included in this schedule pertains to all the works above plinth level upto roof including parapets, water tanks, machine room, terrace level works etc. unless specified otherwise.

Providing and laying in position, in Super Structure at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade M-30, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. Please refer Additional Notes.

Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for super structure. Please refer Additional Notes.

TOTAL OF PART I-B : SUPER-STRUCTURE (STRUCTURAL)

PART I-C : FORM WORK

Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work in Super Structure including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / RCC elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. Please refer Additional Notes.

For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and location In Super Structure.

TOTAL OF PART I-C : FORM WORK

PART I-D : STEEL REINFORCEMENT WORK

Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.)

Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only.

TOTAL OF PART I-D : STEEL REINFORCEMENT WORK

PART I-E : MASONARY WORK Note: 1) The contractor shall get approved the samples of bricks / AAC block from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work. 2) Necessary Openings/ nitches/ pipe sleeves/ cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost. 3) One masonry wall thickness shall be considered as 230/250 mm and half brick wall as 115/125 mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in cement mortar 1:4 to proper line, level and plumb without any extra cost to the Department. 4) The rate shall include cost of making brick / AAC block masonry to all geometrical shapes and sizes without any extra cost to the Department.

Brick masonry work in super structure at all floors and locations using well burnt bricks from approved lot of class designation 7.5 (classification as per IS:1077-1992 and min. average compression strength not less than 7.5 N/mm2, as specified) in cement mortar using ready mix mortar (1.4), to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge.

Half Brick masonry in super structure at all floors, levels and locations, partition walls, dwarf walls, cupboard walls, parapets, under platforms, curtain walls, fins, external boxing etc using well burnt bricks from approved lot of class designation 7.5 (classification as per IS:1077-1992 and min. average compression strength not less than 7.5 N/mm2) in cement mortar of 1:4 using ready mix mortar, to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge.

With providing 125 mm wide & 80 mm thick RCC (1:2:4) stiffeners at every one metre height including cost of concrete & formwork but excluding the cost of steel reinforcement, which shall be paid under relevant item.

TOTAL OF PART I-E : MASONARY WORK

PART I-F : FLOORING WORK Please refer Additional Notes.

Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed vitrified tile/ Anti Skid Vitrified tile Vitrified tile double charge/ multi charge (Glossy/Matt/Satin)/ approved manufacturers of sizes 600mm X 600mm / 800mm X 800mm / 1000mm X 1000mm size or as per approved size and having minimum thickness 8.5 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring/skirting/ dado/ cladding / staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if necessary, final cleaning of surfaces, curing etc. all as per drawings, specifications & as directed by Engineer in charge. Note:- The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

In flooring using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding,

In skirting using using Homogeneous Full body vitrified tile of size 600 mm X 600 mm laid over 12 mm thick cement mortar 1:4 backing.

Providing and laying design mix cement concrete of M20 grade for flooring of 200mm thick using ready mixed concrete from batching plant, using graded stone aggregate of 20 mm nominal size including compaction & finishing with screed board vibrator, using vacuum dewatering process and finally finished by floating, brooming with wire brush, including steel form work with sturdy M-S channel sections including curing and providing and filling construction joints and dummy joints with approved joint filler primer or equivalent including rounding of the edges and filling the grooves 10 x 25 mm deep at top for construction joints and 10 mm x 50 mm deep at top for dummy joints with joint sealing compound including making necessary arrangements for expansion joints and including providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete etc complete all as per specifications and as directed by Engineer-In-Charge.

Providing Cement plaster 20 mm thick in skirting with using Ready Mix Mortar (1:4), finished smooth with a floating coat of neat cement, correct to line, level and plumb including rounding of junctions with flooring etc complete all as per specifications, drawings & as directed by Engineer in charge.

Providing and laying first quality matt finished / anti skid ceramic tile in flooring and water repellant ceramic tile in dado/cladding of 6 mm minimum thickness or as per specification of approved manufacturer and conforming to IS:15622 and approved colour, shade, design, pattern in cement mortar bedding/ backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished to level, line, slope and plumb including cutting of tiles, making openings /cutout if necessary, wastage and final cleaning of surfaces as required, curing etc. complete all as per drawings, specifications & as directed by Engineer in Charge. Note: The sizes of tiles mentioned are approximate and subject to the availability required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly.

In Flooring with 300 mm X 300 mm or approved size anti skid ceramic tile laid over 20mm thick cement mortar bedding1:4 (1 cement : 4 coarse sand) using reday mix mortar.

In dado/ cladding of size 300 x 600mm/300 x 450mm or approved size with approved design/pattern water repellant ceramic tile laid over 12 mm thick cement mortar backing of (1:4) using ready mix mortar, PVC corner beading/ nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the Engineer- in-charge.

Providing and laying machine cut and machine polished Kotah stone flooring, skirting, riser, treads at all floors, levels & location including cement mortar bedding / backing, close jointed & grouted with matching cement slurry and finished to line, level, curing etc. as required, including cutting of stone slab, wastage, making cut outs, wherever required, machine polishing/ hand polishing (where machine cannot have access) etc. complete all as per specifications, drawings and as directed by the Engineer in charge.

In flooring with mirror polished, 25 mm minimum thickness kotah stone slab of size 600mm x 600mm / 575mm x 575mm laid over bedding of 20 mm Ready mix mortar having Cement: Sand (1:4)

In dado/skirting with mirror polished, 20 mm minimum thick kotah stone fixed over bedding of 12 mm thick Ready mix mortar having Cement: Sand (1:4)

In staircase treads with mirror polished, 25 mm minimum thickness kotah stone slab in single piece upto 2.1 m length laid over bedding of 20 mm. thick Ready mix mortar having Cement: Sand (1:4), including half round moulding & polishing of nosing for exposed face, making three anti skid grooves (5 mm wide & 2 mm deep at 25 mm C/C)

In riser with mirror polished, 20 mm minimum thick kotah stone in single piece up to 2.1 m length, fixed over bedding of 12 mm thick Ready mix mortar having Cement: Sand (1:4)

TOTAL OF PART I-F : FLOORING WORK

PART I-G : DOORS AND WINDOWS Please refer Additional Notes.

Providing & fixing Hollow Metal Pressed steel (HMPS) door frames of following profile fabricated out of 1.60 mm thick G.I sheet of coating (Class VIII of zinc coating) 120 gram/sqm, manufactured by Sail / Lloyds/ Jindal or equivalent of profiles / size generally conforming to IS 4351-2003 with suitable one/two set rebates for fixing shutters and also rebate suitable for fixing fixed glazing including hole for self tapping screws wherever shown in the drawing, each frame to contain hinge jamb, lock jamb and head all rigidly fixed together with welded /mechanical joints with back plates /angles to correct shape & angles including providing and fixing base ties with GI channel 50x25mm, 1.25mm thick suitable section to suit floor thickness / angle thresholds with MS angle 25x25x3mm, 6nos. of adjustable lugs per frame, providing and welding of 40x40x5mm,150mm long angle cleats for hinges with necessary tapped holes for fixing counter sunk headed machine screws to suit heavy duty oxidised / stainless steel hinges of size 125mm x 65mm x 2.8mm/125mm x 76mm x 2.80mm/ 100mm x59mm x2.6mm/75mm x 48mm x 2.45mm or shop type welding and self taping screw for fixing hinges/ piano hinges etc. to smooth etc. (but excluding the cost of hinges which shall be paid under the relevant item) including providing each door frame with necessary lock strike plates, mortar guards, buffers,

Profile 145mm x 60 mm with single rebate for doors.

Supplying & fixing in position the following type solid core block board flush door shutter (double leaf) with commercial ply facing / prelamination on both sides conforming to IS 2202 (Part-1) of approved make & brand with external / internal type second class teak wood lipping alround of required width and depth (20 minimum thickness all around) of shutter as per IS/as specified, fixing shutters in position to HMPS door frames/ wooden frames/ granite frame works (door frames shall be paid separately under relevant item) at all floors by cutting/ planing if necessary including labour for fixing of the fittings & fixtures as per drawing with wooden packing pieces if necessary (but excluding the cost of fittings and fixtures with SS screws which shall be paid separately under relevant item), including view panel wherever required as per drawing, finishing as specified all as per specifications, drawings and as directed by Engineer In Charge.

38mm thick double leaf equal shutter with second class teak wood lipping of section 38 X 30 mm on meeting style necessary 'Z' shaped rebate with vision panel, with commercial ply finish on both faces including providing & applying two coats of synthetic enamel paint of approved make and colour over a coat of approved pink wood primer.

Providing & fixing in position approved quality 2nd class teak wood architraves section as given below of approved profile for the following sizes fixed to pressed steel frames of door/ cupboard/wardrobe/ MS doors at all floors as per drawing including providing and fixing M.S. self taped screws at 600 mm center, painting with two coats of synthetic enamel paint of approved make & colour over one coat of approved wood primer / polishing with two coats of french spirit polish over a coat of wood filler to form uniform neat finish (as specified) of approved make and shade. etc. all complete as per specification & drawings.

Size 50 mm X 20 mm of finished size, with chamfer, groove, corner, notch, ( 3 X 3 mm).

Providing and fixing in position, Gear Type operated by mechnically winding handle, Steel Rolling Shutters of approved make, made from M.S.laths 18 G, 3" (75 mm) size interlocked together throughout entire length and jointed together at the end by end locks mounted on specially desogned pipes shaft with brackets as per IS standards including all necessary fixtures andfittings, top hood (0.90 mm thick), brackets, guide channels, side guides, ceiling strips, inside & outside locking arrangement and painting with a coat of approved steel primer and two coats of approved make and shade synthetic enamel paint, fixing in position in masonry/concrete with necessary coach screws, nuts, bolts etc. making good the masonry/concrete complete all as per specifications and as directed by the Engineer-in-Charge. (Note:- The measurement for Rolling shutters will be as per structural openings. Hood etc will not be measured separately.)

Supplying & fixing in position at all floors and location 25mm thick PVC integral free foam sheet in the form of flush finished door shutter manufactured by M/s. Jain Irrigation Systems Ltd. ( Ex-cel sheet), M/s. Rajshri plastiwood or approved equivalent of white/approved colour solid section, extruded rigid, light weight sheet with fine and homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides including providing recess for hinges, providing & fixing 3 nos 100 mm heavy duty S.S. hinges and 2 Nos. 100 mm heavy duty aluminium baby latches, 2 nos. of 100 mm Al. Bow handles with back plate including providing an opening of size (200 mm X 150 mm) / (300 mm X 200 mm) or as shown in the drawing wherever required for providing and fixing PVC moulded louvers on both faces in the opening with S. S. screws, fixing shutters in position to granite/ steel frames (Frame shall be paid separately under relevant item) at all floors by cutting / planing required if any, fixing with wooden packing pieces if required, including finishing all edges smooth with mixture of PVC powder & solvent including wastages, labours tools etc all as per specifications, drawings & as directed by the Engineer in charge.

Providing and fixing in position at all floors, levels / heights 18 mm thick mirror polished natural stones for window / Door frame in one piece full length / height of approved shade, finished sizes as directed including machine cut / hand cut, final cleaning, moulding and polishing of exposed edges, in line, level, plumb and fixing the stone with cm 1:4 (Using factory made Ready Mix Mortar only), 20mm backing & overlapping of 20mm shall be fixed with Araldite adhesive, with best workmanship, finishing, curing, providing & fixing 75mm long SS screw minimum @600mm c/c etc. complete all as per specifications, drawings & as directed by the EIC. Note: Exposed surface on Elevation & exposed vertical finished face shall be measured for payment in sqm. Overlapping & edges etc shall not be measured.

18 mm thick machine cut and single side machine polished Baroda green marble stone in stepped form laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) & overlapping of 20 mm shall be fixed with Araldite adhesive with best workmanship, including half round moulding & polishing of exposed face etc complete. (for window cill)

18 mm thick machine cut and single side machine polished Baroda green marble stone in single piece laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) including half round moulding & polishing of exposed face etc complete. (for window jamb & bottom of lintel)

18 mm thick machine cut and single side machine polished Jet Black Granite stone in stepped form laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) & overlapping of 20 mm shall be fixed with Araldite adhesive with best workmanship, including half round moulding & polishing of exposed face etc complete.

18 mm thick machine cut and single side machine polished Jet Black Granitestone in single piece laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) including half round moulding & polishing of exposed face etc complete.

Supplying and fixing in position at all floors, levels & locations, aluminium section [extruded] for aluminium Door / windows sliding / top hung/fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications, with all approved shade & colour anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary matching anodised screws, grouting the gap with thermocole & polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing,which will be paid separately. (Note:- Sliding window sections for both track & Shutters shall be of JINDAL DELUXE DOMAL SERIES or similar equaivalent approved make.) Please refer Additional Notes.

Using integrated anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section.

Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment.

4 mm thick clear float glass

4 mm thick frosted glass

6mm thick float glass

Providing and fixing double action hydraulic floor spring of approved brand and manufacture having ISI mark as IS : 6315, having brand logo embossed on the body / plate with double spring mechanism for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and having minimum 1.25 mm thickness stainless steel cover plates with brass pivot and single piece M.S. sheet outer box with slide plate, and other accessories required for the works to facilitate smooth operation of the door shutter etc complete all as per specifications and as directed by the Engineer-in-charge.

Structural Glazing System: Structural glazing framework shall be measured overall on the external faces as fixed on site (Outer to outer of frames). Structural glazing system to be fixed on RCC structure / steel structural steel etc. Minimum consumption of aluminium extruded sections in main frame and sub frame / sashes put together shall not be less than 6.5 kg / Sqm. Double glazed fixed panel, double glazed openable panels, single glazed fixed panel, single glazed openable panels, shadow boxes and sunshade louvers shall be measured under relevant item.

Designing, supplying, fabricating, installing and fixing in position at all levels, locations, floors for linear as well as curvilinear portions of the buildings, the Semi (Grid) Unitized, minimum three barrier system, structural glazing framework including mullions, transoms, gutters, sills, trims, sashes for vision and spandrel panels with anodized aluminium extrusions satin finished (Min 50 Micron) in approved colour, stainless steel brackets / clamps, stainless steel bolts, nuts, washers and shims, silicon / EPDM gaskets, drainage provisions, weather seals, anodised aluminium coping, aluminium flashings and seals at all interfaces with building structure, openings and cladding system etc on linear as well as curved surface in plan all complete as per approved shop drawings and specifications. Designing includes structural design of aluminium frame work, joints, brackets, fasteners, structural sealant etc. The rates shall include all labour, scaffolding, machinery, material, test, welding MS to MS / SS, chipping of walls beams, columns, rectification, wastage if required etc all complete as per approved shop drawing and specifications and as directed by the Engineer-In-Charge. The rate shall be inclusive of following:

Note:- 1. Providing & fixing aluminium frame work with Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier) cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 2. Fabricating, supplying & fixing MS hot dip galvanised / Aluminium alloy brackets of required sizes, sections and profiles etc to accommodate 3 dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.

3. Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. 4. Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.

5. Making provision for drainage of moisture/ water that enters the glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of the structural and functional design including shop drawings. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.

Providing and fixing 6 mm thick toughened clear float glass of approved quality glass panes for structral glazing system in approved colour and shade including provding and fixing approved quality double sided adhesive tape backer foam and silicon sealent of structural and weathering grade, of approved manufacturer and fixing with aluminium frame work , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, labour, scaffolding etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear area of glass shall be measured for payment.

TOTAL OF PART I-G : DOORS AND WINDOWS

PART I-H : FITTING AND FIXTURES Notes: i) One sample board consisting of each item of schedule of quantities with approved quality fittings & fixtures & necessary accessories including chromium plated brass screws, bolts, nuts, washers should be submitted for approval of Engineer-in- charge. Large scale procurement shall be taken up only after approval of the Engineer-in-charge. After approval, the samples shall be kept in the office of the Engineer-in-charge to ascertain the approved quality for the entire work. ii) All fittings & fixtures shall conform to relevant IS code.

Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304) fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge.

S. S. Tower bolt 200 mm long x 12 mm barrel

S. S. Door stopper with twin-rubber bushing (shutter mount type)

D type S. S. bow handle 150 mm long

SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm)

S. S. Aldrop 250 mm long x 16 mm diameter rod with an extra staple.

Supplying following type of approved quality miscellaneous fittings, fixtures and fastenings along with necessary SS screws, bolts, nuts, washers, wooden packing pieces if necessary etc and other standard accessories complete all as per specifications and as directed by the Engineer-in-Charge.

Supplying 6- lever Mortice lock of chromium plated brass parts & steel body of approved brand & make, 200mm Handle Set Lock Body CK mortice lock with chromium plated SS screws, including stainless steel duplicate keys, CP brass left hand / right hand and for double leaf shutter with brass socket plate etc. lock shall be fitted as per manufacturer specification and as directed by Engineer in charge. (Exact number for left, right and double shutter shall be as per site requirements.)

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer of approved make conforming to IS: 3564 with ISI mark including necessary accessories and screws etc for fixing with alumnium/ wooden/ steel doors with necessary bolts & nuts, labour, scaffolding etc complete all as per specifications and as directed by the Engineer-in-charge.

TOTAL OF PART I-H : FITTING AND FIXTURES

PART I-I : PLASTERING WORK Notes: a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams.

Cement plastering work using cement sand mortar and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

15 mm thick in CM (1:4) mix for internal brick concrete surfaces for all walls and beams flush with walls, mullions etc.

Sand faced plastering work using cement sand mortar (1:4) or using ready mix cement mortar having cement : sand (1:4) and finished thickness as specified below at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

20 mm thick in two coats for brick/ concrete surfaces (external / internal) (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement or as per manufacturers specifications. (Using ready mix cement mortar having Cement : Sand (1:4)

12 mm thick in single coat for independent concrete surfaces with waterproofing agent @ 2% by weight of cement or as per manufacturers specification

Extra over plastering items for making/forming matching grooves with existing design & pattern or as shown in elevation drawing of approx size (15 X 10 mm), at all floors, levels and locations to proper line, level and plumb using wooden battens and including finishing & repairing of groves with neat cement etc complete all as per specification and as directed by EIC.

Providing vatas 150 x 150 mm at junction of walls and chajjas canopies etc. with cement mortar 1:3 or using Ready Mix Mortar (RMM) (as specified) of approved maufacturer to match surrounding plaster to the required profile including adding water proofing compound @2% by weight of cement or as per manufacturers specification, scaffolding‚ curing etc. complete as per specifications and drawings and as directed by the Engineer-in-charge.

TOTAL OF PART I-I : PLASTERING WORK

PART I-J : PAINTING

Providing and applying 1.5 mm thick white cement based wall care putty in two coats of approved make, at all floors, levels and locations, over plastered surfaces finished smooth to correct line, level, plane, plumb etc., including preparing the surfaces, scaffolding smoothen the putty surfaces with very fine water proof emery paper to get a glossy finish etc. complete as per specifications, as per manufacturers specifications, drawing & as directed by the Engineer-in-charge.

Providing & applying acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre)

Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces (plastered / concrete) in two or more coats on new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make, shade and pattern including one coat of approved acrylic based water repellent primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.

Over Sand faced plaster and RCC Jalli .

TOTAL OF PART I-J : PAINTING

PART I-K : MISCELLANEOUS WORKS Note: One sample of each item should be submitted for preliminary inspection and approval before procurement/ manufacturing on large scale. After the preliminary inspection and approval, the sample should be fixed at site or kept in the office of the Engineer-in-charge till completion of the work.

Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using angles, channels, I-Section, tees, flats, bars, chequered plates, plain plates, hollow section, bright bars etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227.

Using structural steel sections of specified grade (YSt 240 / 310)

Chequered Plate

Providing & fixing stainless steel work for pipe hand rail at staircase, Entrance Ramp and other stainless works such as spool pieces, pipe sleeves etc, at all floors, levels & location conforming to SS-304 grade of steel preferably schedule-10, using SS pipe in horizontal at top, vertical, inclined including solid pipes as per drawing or as per pattern & design approved by EIC and including necessary S.S bend, tees, Embeded plates, nuts, SS bolt,necessary welding, anchoring with SS anchor fastner of M/s Hilti, grinding, buffing, polishingand fixing in concrete / wall with S.S lugs, making pockets, concreting, making good the surfaces etc. as per specifications, drawings and as directed by Engineer-in-Charge. ( Note:- For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Please refer additionnal notes.

Providing & laying NP 2 class of 250mm dia RCC Hume pipe in underground for passing of various services line etc. including making holes in masonry/concrete work wherever required, making good the holes after laying the hume pipe with collar joints using stiff mixture of cement mortar (1:2) all complete as per specifications & as directed by the Engineer-in-Charge.

Providing & fixing in position GI chicken wire mesh / plaster mesh (Hexagonal shape) of 12 mm size hole, made out of galvanised wire of nominal thickness 22 Gauge with zinc coating with necessary "U" hooks, clips or nails at all floors, levels & locations, wherever required to prevent development of cracks in plaster surfaces (Wall-beams joint, Wall-column joint, electrical chasing work, opening of door window to prevent diagonal cracks and other similar loactions to prevent development of cracks in plaster surface) including cutting, fixing, wastage etc complete all as per specifications, drawings and as directed by the Engineer in charge (Only area of chicken mesh provided shall be measured for payment)

Supplying and fixing in position various dia GI pipe for sleeves, railing, ladder at terrace for over head water tank, using 'B' class (medium duty) GI pipes of any diameter as per requirement and as per drawing for verticals and steps/ Railing/ spout/ sleeves etc. including cutting, bending, welded properly in line and level to the verticals, providing necessary bracings, hold fasts etc. at all levels and anchoring the ladder/ railing with necessary brackets fixed in cement concrete 1:2:4, finishing including painting all exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge.

50 mm dia NB

75 mm dia NB

Providing and fixing 80 mm thick (min.) factory made reflective (Smooth finish) interlocking paver blocks of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with cement concrete grade not less than M-40 and conforming to IS:15658, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge.

Providing & fixing in position foundation bolt, Anchor bolts at all floors & locations manufactured using steel of grade E-250, hot dip galvanized, of property / class of Grade 4.6 conforming to IS:1367, having diameter & length as specified including all labour, material, welding, scaffolding, wastage etc complete all as per drawing, specifications and as directed by the Engineer-In-Charge.

TOTAL OF PART I-K : MISCELLANEOUS WORKS

Description of Work / Item(s)

Amount

ABSTRACT OF PART II : PUBLIC HEALTH ENGINEERING WORKS

PART II -A : SANITARYWARES & CP APPURTENANCES

PART II -B : WATER SUPPLY SYSTEM

PART II -C : DRAINAGE SYSTEM

Description of Work / Item(s)

Amount

PART II : PUBLIC HEALTH ENGINEERING WORKS

Part II-A : Sanitarywares & C.P Appurtenances.

Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following items of work:- i) Providing Vitreous China wall hung type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral "P" trap outlet with water seal not less than 50 mm with vent and necessary C.I. brackets supports. ii) Providing thermosetting or thermoplastic Seat & cover conforming to IS 2548, fixing seat & cover for water closet as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete. iii) Fixing the Water closet in position, jointing the trap, water closet and CI/UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. v) Testing the system to the full satisfaction of the Engineer-in-Charge.

Vitreous China European Water Closet of Starwhite/snow white/bright colour with P trap of "Hindware" Cat. No. 20069/20097 Lara model with slow falling seat cover or Cera cat. No. S1041111 Cruse model with slow falling seat cover or Parryware Cat. No. C0264 Cardiff model with slow falling seat cover.

Providing and fixing in position following Vitreous China Indian water Closet consisting following items of work:- i) Supplying Vitreous china Indian water closet ( Box rim pattern ) of following type conforming to IS:2556 ( part-II ) with integral foot rest, W.C Connector and PVC "P" or "S" trap having water seal not less than 50 mm with / without vent as per requirement. ii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer. iii) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. iv) Testing the system to the full satisfaction of the Engineer-in-Charge.

Vitreous China Water Closet of 580 x 440 mm size of Starwhite/snow white/bright colour as per Hindware Cat. No. 20042 "Orissa Pan Eco" model or Cera cat. No. S3020105 "Orrisa Pan Cable" model Or Parryware Cat. No. C0117 "Orrisa Pan" model with PVC / ceramicTrap (with/without vent) & WC connector etc.all complete.

Providing and fixing urinal of approved make consisting following items of work :- i) Providing urinal of approved make, and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete ii) Providing various CP fittings such as Waste Coupling , Bottle Trap including provision and fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834) Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. ( Bottle trap & waste coupling will be paid separately under the relevant item. iii) Fixing the urinal in position, including providing M.S. Brackets & Screws for the urinal as per Manufactures specification or as directed by Engineer-in Charge. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Testing the system to the full satisfaction of the Engineer in Charge.

Vitreous china urinal of Starwhite/snow white/bright colour as per Hindware Cat. No. 60010 "Dyna" model or Cera cat. No. S4020113 "Civic" model or Parryware Cat. No.C0580+C8123 "Whiz" model with connector etc.all complete.

Supplying 18 mm thick of specified colour, both sidepolished, rounded corner, edges moulded, plate of following size, fixing the partition inposition, embedding 75 mm deep into the wall withcement concrete of grade M-15, including cutting chasesof size 75 mm X 100 mm in the wall, finishing the jointswith white cement etc. all complete as directed.

750 x 575 mm size Granite Partition

Providing Flushing arrangement to Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work:- i) Providing PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS:7231 of in etc.as per the manufacturer's recommendation all complete.position using CP brass screws, rawl plugs, bracketsapproved make with handle, fixing the cistern ii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tank to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet. iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition,painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer,finishing the gaps with white/ matching cement etc. all complete. iv) Testing the entire system to the full satisfaction of the E.I.C. v) Flushing cistern and WC shall be from the same manufacturer.

Flushing arrangement with low level Dual Flush Cistern of Starwhite/snow white/bright colour as per Hindware "Sleek Essence Dual Flush" model or Cera cat. No. B1020106 "Compass Twin Flush" model or Parryware Cat. No. E8110 "Slimline Dual Flush Deluxe" model for WC.

Providing Flushing arrangement to Urinal including providing and fixing Sensors / manually operated flush valves consisting following items of work:- i) Providing and fixing flush valve/Sensor in position as per the manufacturer's recommendation, making water inlet connections all complete. ii) Providing & laying 15 mm dia. CPVC (SDR11) / 15 mm n.b GI class 'C' Flush Pipe / CP brass inlet connection from Flush Valve / Sensor to Urinal, concealed/exposed in the wall as directed making connection with Urinal spreader and flush valve / Sensor including the cost of heavy quality CP brass Spreader combatible to the Urinal, necessary fittings, fixtures, jointing materials etc. all complete. iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white/ matching cement etc. all complete. iv)Testing the entire system to the full satisfaction of the E.I.C.

Flushing arrangement with flush valve of Jaquar 'Pressmatic' make Cat No.PRS-073 Auto closing Concealed Urinal Flush Valve With Wall Flange, Flush bend, cutting hole, testing etc.for Urinal or approved equivalent Make

Providing and fixing first Quality Vitreous China hand wash Basin Consisting following items of work. - i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Fixing various CP fittings such as Waste Coupling, Bottle Trap including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge

Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10096+11038 "Studio" model or Cera Cat. No. S2040112+S2090120 "CONCORD" model or Parryware Cat. No. C0460+C0316+C8302 "Flair" model, counter model.

Providing braided hose with nuts, nipples etc. for Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directedincluding the cost of jointing materials and testing forleak proof joints all complete.

450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make.

Providing & fixing in position best quality bevelled edgeplate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS:710), fixed with required numbers of CP brass cupscrews and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, woodenpacking behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC.

6 mm thick Plate glass Mirror of size 600 mm x 450mm / of required size with 6 mm thick marine ply wood (confirming to IS:710:2010) backing & PVC mouldedframe of approved shade or as directed by the E.I.C

Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification.

C.P. brass Bib Cock Auto Closing System with Built-in Control Cock with Wall Flange of Jaquar 'Pressmatic' Cat.No.PRS-043 or approved equivalent make

C.P. brass Pillar Cock Auto Closing System of Jaquar 'Pressmatic' Cat.No.PRS-031 or approved equivalent make

C.P. brass Angular Stop Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5053N or approved equivalent make

C.P. brass Consealed Stop Cock with adjustable wall flange of Jaquar Cat. No. ALD-081 (25mm) with Exposed Part kit of Jaquar 'Florentine' Cat.No.FLR-5083 NK complete or approved equivalent make

C.P. Health Faucet with 8 mm dia 1.5 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-587 or approved equivalent make

C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-709/709L130/705/705L130 or approved equivalent make

C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make

Providing and fixing the following C.P. Brass Bathroom / toilet accessories of following make and fixing on the wall using C.P. brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the Engineer Incharge.

C.P. Brass Toilet paper Roll Holder of Jaquar Brand 'Continental' Cat. No. ACN-1151N or approved equivalent make

C.P. brass single Towel Rail 600mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111SM or approved equivalent make

C.P. brass Double Coat Hook of Jaquar Brand 'Continental' Cat. No. ACN-1161N or approved equivalent make

C.P. brass Soap Dispenser with Glass Bottle of Jaquar Brand 'Continental' Cat. No. ACN-1135N or approved equivalent make

C.P. brass Corner Glass Shelf (with Bracket) of Jaquar Brand 'Continental' Cat. No. ACN-1173 or approved equivalent make

Total of Part II: - A

Part-II- B : Water Supply System

Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps (On wall surfaces) at 1.00 mtr. interval or as directed by the EIC. iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete.

v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. vii) CPVC pipes and fittings/ specials shall be of same brand. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm.

20 mm(¾") n.size (SDR-11 as per IS:15778)

25 mm (1") n.size (SDR-11 as per IS:15778)

32 mm (1¼") n.size (SDR-11 as per IS:15778)

40 mm (1½") n.size (SDR-11 as per IS:15778)

Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, jet sray, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :- i) Supplying CPVC pipes and all required CPVC plain/ and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and concealing the pipe and specials for water supply by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete.

iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. v) CPVC pipes and fittings/ specials shall be of same brand. NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only.

20 mm(¾") n.size (SDR-11 as per IS:15778)

25 mm (1") n.size (SDR-11 as per IS:15778)

Supplying and laying below the ground or floor, the following diameter uv-stabilized Chlorinated Poly Vinyl Chloride (C-PVC) pipe line of specified class, consisting the following items of work:- i) Supplying CPVC pipes and all required CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Making leak proof threaded/welded joints. including cutting the pipe, cleaning, marking, jointing, etc. and including the cost of jointing materials. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. v) Providing and fixing C-PVC weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc.

vi) CPVC pipes and fittings shall be of same brand. vii) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg/Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. Note: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3) Excavation and refilling shall be paid under relavent item.

40 mm (1½") n.size (SDR-11 as per IS:15778)

50 mm (2") n.size (SDR-11 as per IS:15778)

Providing, instaling, fixing, connecting, testing 75 micron Super Flow Plus filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos, fitted with pressure gauge, water drain and emptying plug. etc all as per specifications, Drawings and as directed by EIC. NOTE: Threaded fittings of CPVC/UPVC shall be of Brass Threaded only.

DJPSFP40SW, Max. working pressure = 10 kg/cm², Flow rate = 40 m³/hr, Inlet/Outlet Connection = 2½"

Providing class 1/2 following diameter Gate Valve / Globe Valve (full way) of brass or gun metal with Cast iron wheel conforming to IS:778, fixing to pipe line including the cost of white zinc, spun yarn etc., testing for leak proof joints at a hydraulic pressure of 10 Kg / Sq.cm, rectifying the leakages if any, all complete as per specification and as directed. Note: 1) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 2) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. PN 1.6 valves

20 mm size

25 mm size

40 mm size

Supplying & fixing following size C.P. brass Coupling with approved quality C.P. brass Mosquito proof jalli including providing CPVC/UPVC/GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank.

50 mm size

Construction of fly ash / AAC /kiln burnt clay brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 250 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset allround, including racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP composite / DI / CI / SFRC / RCC / MS) Frame and cover of approved make all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete. Note: steps / foot rests / rungs will be mesured and paid under relavant item.

Chamber measuring 0.45 mtr. X 0.45 mtr. for an initial depth of 600 mm (Clear internal dimension)

Extra over above item no. 202.071 for additional depth of valve chamber beyond initial depth of 0.60 mtr. without steps / foot rests / rungs etc. all complete.

Providing, hoisting and installing at required elevation Rotational moulded polyethylene cylindrical vertical storage tanks with BIS mark confirming to IS:12701 of Sintex make or approved equivalent make of below said capacity with suitable municipal approved mosquto proof cover at top with proper locking arrangement including the cost of hoisting the tank carefully to the required elevation without causing any damage, labour charges for making required number of holes for inlet, required number of outlets to each tank, required number of vent pipe outlets to each tank and overflow outlets in the tank without causing any damage to tank, including cost of providing all required CPVC/GI/UPVC/PPR specials, fixtures, fittings, tank connectors, adopters, union etc., providing and fixing required numbers of flexible PVC pipe / polymer reinforced thermoplastic hoses suitable for Suction / delivery lines of agricultural pumps confirming to IS:15265 of Kissan Brand or approved equivant make Heavy Grade suction / delivery hose to inlets & outlets having dia suitable for connecting to 50 mm nominal size CPVC/GI/UPVC water supply line, having length (flexible pipe) of about 0.75 Metre

5000 litre capacity of M/s. Sintex or approved equivalent. Note: OHT manhole cover shall be approved by local Municipal authority.

Total of Part II: - B

Part-II-C : Drainage System

Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound

vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation.

ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etc x) Dewatering the pit/ trenches if necessary till completion of work xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps. Note: Earthwork excavation for trenches shall be paid under relevant items For Soil & waste, Vent and Rain water pipe lines

75 mm dia.

110 mm dia.

Supplying, fixing & concealing on walls/ beams/ floors columns etc. the following sizes uPVC Pipes & Fittings of specified class consisting following items of work:- i) Supplying uPVC pipes conforming to IS:4985 and uPVC moulded plain / threaded fittings conforming to IS:7834 for waste water pipe line of approved make with ISI mark / equivalent approvals as per relevant standards, providing necessary specials for connecting UPVC (IS:4985) pipe with UPVC SWR (IS:13592) pipe etc. ii) Laying and concealing the pipe and specials for waste water by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar 1:3 mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( Forthreaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete. iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition (No Chases in RCC wall, column, beam, slab, chajja,etc shall be made with out getting the permission from Engineer In charge & structural design Enginner)

iv) Concealing the pipes in wall, Laying the pipe below floor/ ground to the slope and gradient equal to (or) steeper than 1 in 50 v) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. For Urinal/ wash basin/ Anti syphonic/ Sink waste. (10kg Pressure)

Providing uPVC Floor Trap/ Nahani Trap of following size having not less than 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 150 x 150 mm size top tile with central strainer & flat cover/ flush strainer, closing the side inletes with plugs if required etc. complete all as per specification and as directed by the Engineer in charge.

Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish, including Chilly /Cockroach Trap of approved make in plastic.

Constructing fly ash / AAC /kiln burnt clay brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm squre or 150mm dia with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make Composite(FRP/GRP) / CI / DI / SFRC Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having loading capacity not less than HD20 with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame.

300 X 300 mm size Gully Trap chamber with DI frame and cover

Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with solvent cement / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains NOTE:- Cement concrete for encasing shall be paid under relevant item.

160 mm DN (SN 8kN/m²-SDR34)

Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge. Please refer additional notes.

Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm.

Extra over above item no. 203.061 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed.

Providing and fixing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of approved brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in "U" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete.

Supplying and fixing circular / rectangular Ductile Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating of loading class as per IS:1726 or EN 124 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer.

Manhole cover/grating and frame HD20 loading class, Rectangular size 900 mmx 450 mm, Square size 450 mm x 450mm.

Making connection with the existing inspection / chamber manhole including breaking the brick masonry wall, finishing with cement mortar/cement concrete after making the connection, disposing off the debris, etc all complete as directed by Engineer-Incharge.

160 /200/250 mm dia.

Total of Part II: - C

CIVTECT (INDIA) PVT. LTD

tribeni constuctions ltd

CIVTECT (INDIA) PVT. LTD

tribeni constuctions ltd

CIVTECT (INDIA) PVT. LTD

tribeni constuctions ltd

tribeni constuctions ltd

CIVTECT (INDIA) PVT. LTD

tribeni constuctions ltd

CIVTECT (INDIA) PVT. LTD