REDEVLOPMENT OF SHREE MATA SHEETLA DEVI SHRINE CAMPUS AT GURUGRAM

Amount

TEMPLE COMPLEX (CIVIL WORKS) 6. EARTH WORK: Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres

Earth work excavation in ordinary soil exclusive of compensation of earth. Lead Extra for every 7.5 metres additional lead beyond 15 metres, but upto 60 metres by manual mean

Earth filling under floors with surplus soIl, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres

Antitermite Treatment Pre-construction Work providing and injection chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, alongwith the external perimetre of building, expansion joints surrounding of pipes and conduite etc, complete (plinth area of the building at ground floor only shall be measured) Aldrin Embulsifiable concentrate (0.5%)

Clearing jungle including uprooting of rank vegetation,grass brush wood,trees and saplings of girth upto 30cm measured at a height of 1 metre above ground.

9.CENTRING AND SHUTTERING: Centring and shuttering for flat surfaces such as suspended floors, roofs, landing, chhajjas, shelves etc inclination not exceeding 25 degree with horizontal. Lvl 5.225

Gr. Floor

1st. Floor

9th Floor

Centring and shuttering for sides and soffit of beams haunching, girders, bressumers and lintels. Lvl 5.225

Gr. Floor

1st. Floor

2nd. Floor

3rd Floor

4th Floor

5th Floor

6th Floor

7th Floor

8th Floor

9th Floor

10th Floor

Centring and shuttering for Stairecases with sloping soffits including risers and stringers. Gr. Floor

1st. Floor

2nd. Gr. Floor

1st. Floor

2nd. Gr. Floor

Centring and shuttering for columns ( Square or rectangular or polygonal in plan) Below Plinth

Gr. Floor

1st. Floor

2nd. Floor

3rd Floor

4th Floor

5th Floor

6th Floor

7th Floor

8th Floor

9th Floor

10th Floor

Centring and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. when curved. Gr. Floor

1st. Floor

Centring and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc.

Shuttering for faces of concrete foundation and foundation beams (vertical or battering).

10. CONCRETE Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth

Design mix cement concrete of grade M-25 with minimum cement contents 330 Kg./cum in foundation and plinth

Design mix cement concrete of grade M-30 with minimum cement contents 380 kg/cum in foundation and plinth

Design mix cement concrete of grade M-25 with minimum cement contents 330 Kg./cum in first storey upto 4 meters above plinth level

Design mix cement concrete of grade M-30 with minimum contents of cement 380 kg/cum in first storey upto 4 metres above plinth level G.Floor

1st. Floor

2nd Floor

3rd Floor

4th Floor

5th Floor

6th Floor

7th Floor

8th Floor

9th Floor

10th Floor

Desing mix cement concrete of grade M-35 with minimum cement contents 380 kg/cum in first storey upt 4 metres above plinth level 5th floor

6th Floor

7th Floor

Design mix cement concrete of grade M-40 with minimum cement contents 380 kg/cum in first storey upt 4 metres above plinth level. Gr. Floor

1st. Floor

2nd. Gr. Floor

3rd Floor

Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical locations in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall conform to ASTM 6063). Floor Joint of 200 mm gap

Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063.) Wall Joint of 200 mm gap

Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) Roof Joint of 200 mm gap

11. BRICK WORK First class brick work laid in cement sand mortar 1:6 up to 4 meters above the top of lower storey. Foundation Brick Work

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel. Basement

Gr. Floor

1st. Floor

Terrace Floor

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel. Gr. Floor

1st. Floor

13 HOISTING AND ROOFING: Brick bat coba waterproofing Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm.

For horizontal surface one coat @1.10 kg per sqm.

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with waterproofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will beallowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Providing and laying on sunken areas broken light weight brick bats of approximately 600 kg. per cum density laid, consolidated, finished smooth, including finishing & grouting the top layer with water proof cement mortar with CICO and as per specifications and drawing.

14.0 FLOORING AND DADOS: Providing and laying Mandana stone 600 x 600 mm flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 40 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge

Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. a) Size of ceramic glazed tiles 300x450 mm 1st floor

Providing and fixing Ceramic tiles/Antiskid tiles of size 400x400mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK. 1st Floor

Providing and Laying Kotah stone flooring 25 mm thick in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. Basement

Ground Floor

Ist Floor

2nd Floor

Providing and Laying Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc Basement Floor

Gr. Floor

1st Floor

2nd Floor

Providing and fixing 18mm thick gang saw cut ( premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 Sqm.( For Counter)

Providing and laying Marble stone 20 mm to 25 mm thick in risers of step, skirting, dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12 mm thick cement coursed sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing, including labour for fixing cramps, pins and dowels etc. (using size of marble slab above 0.38 sqm each). white Agaria marble (1st quality)” (HSR 14.52)

Providing and fixing terracotta pavers tiles of required size and fixing on 20 mm thick 1:4 cement mortar.

38 mm thick wood block flooring of first class teak wood laid over 25 mm thick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of hot bitumen penetration 80/25 blown type) @ 2.45 kg per sqm, including fixing blocks in position after dipping in hot bitumen (blown type) up to half depth, planed, levelled smooth and finished complete.

Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/Stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edge etc. complete.

Providing and fixing Mandana sand stone dry cladding upto 75 metre heights with 40 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size 1800x600x40, fixed to precast RCC frame work hold with the help of 16 mm dia anchoring bolts including holes as per given drawings. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. Note: - Required 3 Nos Bolts in one piece of stone paid separately

Conglomerate floor 50 mm thick cement concrete topping 1:2:4

15 PLASTERING AND POINTING 10 mm thick cement plaster1:4 on underside of ceiling. Basement

Gr. Floor

1st. Floor

2nd. Floor

12mm thick cement plaster 1:6 on internal walls. Basement Floor

Gr. Floor

1st. Floor

2nd. Floor

Mumty Floor

15mm thick cement plaster1:6 on rough side of single or half on internal brick walls. Basement Floor

Gr. Floor

1st. Floor

2nd. Floor

mumty. Floor

20 mm thick cement plaster 1:6 in 2 coats work. Gr. Floor

1st. Floor

2nd. Floor

Mumty Floor

16 PAINTING & POLISHING WORK: Providing and applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new woodwork or plastered or concrete to give an even shade. (1st quality paint)

Applying primer coat with metal primer on new steel work or iron work including preparation of surface

Providing & applying Painting two coats excluding priming coat with ready-mixed paint for metallic surfaces in all shades on new steel or iron work

Applying priming coat with cement Primer in all shades on newly plasterd or concrete exterior surface.

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge)

17 WOOD WORK: Teak wood chowkats of doors and windows including iron hold fasts, corner straps, screws, bolts for hold fasts, etc., complete fixed in position.

Cost of brass fittings complete for doors and windows, such as tower bolts, handles,etc, and screws for these fittings (exculding sliding bolt) for single leaf shutter

for double leaf shutter

Providing and fixing six-levers brass 10 cm mortice latch and lock, and a pair of lever handles with necessary screws, etc., complete (Indian make of reputed firm, such as Godrej or eauivalent)

Providing and fixing 150 mm floor brass door stoppers, with rubber cushion, screws, etc., to suit shutter thickness complete.

Providing and fixing sliding bolt with nuts and screws, etc., complete. a) brass :- i ) size 300mm x 16 mm

Factory manufactured solid flush door shutter with block board core as per I.S. No.1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot- pressed, conforming to I.S. 2202 part-I and part-II, fixed in position, including iron hinges, screws, chocks/cleats and stop, etc. (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position):- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. iii) 35 mm thick

Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular section/appropriate Z section and other sections of approved make conforming to IS; 733 and IS; 1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at juction, at top, bottom, and sides with required neoprene felt etc aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading gor glazing/paneling C.P brass/ stainless steel screws, all complete. Fixed Portion (Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular section/appropriate Z section and other sections of approved make conforming to IS; 733 and IS; 1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at juction, at top, bottom, and sides with required neoprene felt etc aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading gor glazing/paneling C.P brass/ stainless steel screws, all complete. For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required including Aluminium Fitting. Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing 12 mm thick pre-laminated particle board flat pressed three layers or graded wood particle board conforming to IS; 12823 garage 1 type II in panelling fixed in aluminum doors. Windows shutters and partition frames with c.p. brass /stainless steel screws etc. complete. (b) Pre-laminated particle board with decorative lamination on both sides.

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS;6315 marked for doors including cost of cutting floors as required , embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box.(a) With Stainless Steel cover plate.

Providing and fixing glazing in aluminum door, windows, ventilator shutter and partitions etc. with pvc/neoprene gasket etc. complete (cost of aluminum snap beading shall be paid in basic items). (b) With float Glass panes of 5.00 mm thickness.

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) 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: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 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. (c) 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. (d) 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. (e) Making provision for drainage of moisture/ water that entersthe curtain glazing system to make it watertight, byincorporating principles of pressure equalization, providingsuitable gutter profiles at bottom (if required), making necessaryholes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour forfabricating and installation of aluminium grid, installation ofglazed units, T&P, scaffolding and other incidental chargesincluding wastages etc., enabling temporary structures andservices, cranes or cradles etc. as described above and asspecified. The item includes the cost of getting all the structuraland functional design including shop drawings checked by astructural designer, dully approved by Engineer-in-charge. Theitem also includes the cost of all mock ups at site, cost of allsamples of the individual components for testing in an approvedlaboratory, field tests on the assembled working structuralglazing as specified, cleaning and protection till the handingover of the building for occupation. In the end, the Contractorshall provide a water tight structural glazing having all theperformance characteristics etc. all complete as required, asper the Architectural drawings, as per item description, asspecified, as per the approved shop drawings and as directedby the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames,shadow boxes, extruded aluminium section capping for fixingin the grooves of the curtain glazing and vermin proof stainlesssteel wire mesh shall be paid for separately under relevantitems under this sub- head. However, for the purpose ofpayment, only the actual area of structural glazing (includingwidth of grooves ) on the external face shall be measured insqm. up to two decimal places.Note:- 2. The following performance test are to be conductedon structural glazing system if area of structural glazingexceeds 2500 Sqm from the certified laboratories accreditatedby NABL(National Accreditation Board for Testing andCalibration Laboratories), Department of Science &Technologies, India. Cost of testing is payable separately.The NIT approving authority will decide the necessity of testingon the basis of cost of the work, cost of the test and importanceof the work. Performance Testing of Structural glazing systemTests to be conducted in the NBL Certified laboratories(1) Performance Laboratory Test for Air Leakage Test (-50pato - 300pa) & (+50pa to +300pa) as per ASTM E-283-04testing method for a range of testing limit 1 to 200 mVhr(2) Static Water Penetration Test. (50pa to 1500pa) as perASTME- 331-09 testing method for a range up to2000 ml. (3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml (4) Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm (5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test. Tests to be conducted on site. (6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (doubleglazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, ofapproved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clearfloat glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc.all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and asdirected by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.“(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)“For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.“ (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3W/m2 degree K etc. The properties of performance glass shallbe decided by technical sanctioning authority as per the siterequirement.

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).

Providing and fixing Godrej or equivalent SRD Class II DD+GG+LS+Clenching+Mechanism+Biometric lock (BIS Labeled TRTL-30X6, all complete as per drawing.

Providing and fixing Electronic lock Having 3 deadbolts & with operation possible by 360 degree fingerprint, RFID card/ tag, Password & mechanical override by key.

18.STEEL AND IRON WORK: Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Item Deleted

Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. Note:- Reinforcement shall measured in Length including hooks, if any separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on basis of IS 1732. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stage, hangers, and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in there rates for reinforcement

Providing and fixing structural steel frame (for dry cladding with 50 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineerin- charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).

Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.

EXTERNAL DEVELOPMENT (CIVIL WORKS) Earth Work :- Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Clearing jungle including uprooting of rank vegetation,grass brush wood,trees and saplings of girth upto 30cm measured at a height of 1 metre above ground.

Centring and shuttering Work :- Centring and shuttering for columns ( Square or rectangular or polygonal in plan)

Gr. Floor but height more than 4 mtr

10. CONCRETE Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth

Design mix cement concrete of grade M-30 with minimum cement contents 380 kg/cum in foundation and plinth

Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Brick Work : First class brick work laid in cement sand mortar 1:6 up to 4 meters above the top of lower storey.

11.43 cm thick brick wall with every fourth course, reinforced with hoop iron, laid in 1:4 cement sand mortar in superstructure.

FLOORING AND DADOS: 50 mm thick ironite floor consisting of 40 mm thick cement concrete 1:2:4 base and top layer 6 mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to 2 parts of hard granite chippings 6 mm gauge by volume, finished smooth with hard rubbing.

Providing and fixing 100 x 100 x 75 mm thick RED COBBLE stone flooring in 1:3 cement mortar with approved design and drawings.

Brick-on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top

Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in approved design. The glass mosaic tiles shall be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. All completed as per direction of Engineer-incharge.

Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect

15 PLASTERING AND POINTING 15mm thick cement plaster1:6 on rough side of single or half on internal brick walls.

16 PAINTING & POLISHING WORK: Painting two coats excluding priming coat with synthetic enamel paint in all shades on new woodwork or plastered or concrete to give an even shade. (1st quality paint).

Applying primer coat with metal primer on new steel work or iron work including preparation of surface

Painting two coats excluding priming coat with ready-mixed paint for metallic surfaces in all shades on new steel or iron work.

STEEL AND IRON WORK: Structural steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in positonfor roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges.

Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete.

HORTICULTURE WORK :- Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately)- hole 0.60 metres dia and 0.60 metre Deep.

Supplying and laying loose grass as per design and drawings

Plantation complete at site (in position loading and unloading supply ) including with two months maintence Ficus Longhiland 5" pot

Alpinia 8" pot

Ficus Panda 2' ht. 13" x 13" polybag 2' spread

Hamelia patents 2' ht cement bag

Chandini verigated 2'-2½ ' ht. in cement bag well grown

T1 - GULMOHAR

T2 - AMALTAS

T3 - KADAM

T4- NEEM

MEDITATION HALL (CIVIL WORKS) 6. EARTH WORK: Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres

Earth filling under floors with surplus soIl, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres

Clearing jungle including uprooting of rank vegetation,grass brush wood,trees and saplings of girth upto 30cm measured at a height of 1 metre above ground.

9.CENTRING AND SHUTTERING: Centring and shuttering for flat surfaces such as suspended floors, roofs, landing, chhajjas, shelves etc inclination not exceeding 25 degree with horizontal.

Centring and shuttering for sides and soffit of beams haunching, girders, bressumers and lintels.

Centring and shuttering for columns ( Square or rectangular or polygonal in plan)

Centring and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. when curved.

Shuttering for faces of concrete foundation and foundation beams (vertical or battering).

10. CONCRETE Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth

Design mix cement concrete of grade M-25 with minimum cement contents 330 Kg./cum in foundation and plinth

Design mix cement concrete of grade M-30 with minimum cement contents 380 kg/cum in foundation and plinth

Design mix cement concrete of grade M-25 with minimum cement contents 330 Kg./cum in first storey upto 4 meters above plinth level

Design mix cement concrete of grade M-30 with minimum contents of cement 380 kg/cum in first storey upto 4 metres above plinth level

11. BRICK WORK First class brick work laid in cement sand mortar 1:6 up to 4 meters above the top of lower storey. Foundation Brick Work

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel.

13 HOISTING AND ROOFING: Brick bat coba waterproofing Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm.

14.0 FLOORING AND DADOS: Providing and laying Mandana stone flooring & Dado in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Same as above but stone will be Mandana 600 x 600 x 40 mm thick.

15 PLASTERING AND POINTING 10 mm thick cement plaster1:4 on underside of ceiling. Basement

12mm thick cement plaster 1:6 on internal walls.

15mm thick cement plaster1:6 on rough side of single or half on internal brick walls.

20 mm thick cement plaster 1:6 in 2 coats work.

16 PAINTING & POLISHING WORK: Painting two coats excluding priming coat with synthetic enamel paint in all shades on new woodwork or plastered or concrete to give an even shade. (1st quality paint).

17 WOOD WORK: Teak wood chowkats of doors and windows including iron hold fasts, corner straps, screws, bolts for hold fasts, etc., complete fixed in position.

Cost of brass fittings complete for doors and windows, such as tower bolts, handles,etc, and screws for these fittings (exculding sliding bolt)for single leaf shutter

Providing and fixing six-levers brass 10 cm mortice latch and lock, and a pair of lever handles with necessary screws, etc., complete (Indian make of reputed firm, such as Godrej or eauivalent)

Providing and fixing 150 mm floor brass door stoppers, with rubber cushion, screws, etc., to suit shutter thickness complete.

Providing and fixing sliding bolt with nuts and screws, etc., complete. a) brass :- i ) size 300mm x 16 mm

Factory manufactured solid flush door shutter with block board core as per I.S. No.1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot- pressed, conforming to I.S. 2202 part-I and part-II, fixed in position, including iron hinges, screws, chocks/cleats and stop, etc. (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position):- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. iii) 35 mm thick

Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular section/appropriate Z section and other sections of approved make conforming to IS; 733 and IS; 1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at juction, at top, bottom, and sides with required neoprene felt etc aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading gor glazing/paneling C.P brass/ stainless steel screws, all complete. Fixed Portion (Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular section/appropriate Z section and other sections of approved make conforming to IS; 733 and IS; 1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at juction, at top, bottom, and sides with required neoprene felt etc aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading gor glazing/paneling C.P brass/ stainless steel screws, all complete. For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required including Aluminium Fitting. Powder coated aluminium (minimum thickness of powder coating 50 micron)

18.STEEL AND IRON WORK: Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete.

SERVICE BLOCK (CIVIL WORKS) 6. EARTH WORK: Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres

Earth work excavation in ordinary soil exclusive of compensation of earth. Lead Extra for every 7.5 metres additional lead beyond 15 metres, but upto 60 metres by manual mean

Earth filling under floors with surplus soIl, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres

Clearing jungle including uprooting of rank vegetation,grass brush wood,trees and saplings of girth upto 30cm measured at a height of 1 metre above ground.

9. CENTRING AND SHUTTERING: Centring and shuttering for flat surfaces such as suspended floors, roofs, landing, chhajjas, shelves etc inclination not exceeding 25 degree with horizontal. Gr. Floor

Centring and shuttering for sides and soffit of beams haunching, girders, bressumers and lintels. Gr. Floor

Centring and shuttering for columns ( Square or rectangular or polygonal in plan) Below Plinth

Centring and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. when curved. Gr. Floor

Shuttering for faces of concrete foundation and foundation beams (vertical or battering).

10.CONCRETE Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth.

Design mix cement concrete of grade M-25 with minimum cement contents 330 Kg./cum in foundation and plinth

Design mix cement concrete of grade M-30 with minimum cement contents 380 kg/cum in foundation and plinth

Design mix cement concrete of grade M-25 with minimum cement contents 330 Kg./cum in first storey upto 4 meters above plinth level

Design mix cement concrete of grade M-30 with minimum contents of cement 380 kg/cum in first storey upto 4 metres above plinth level

11. BRICK WORK: First class brick work laid in cement sand mortar 1:6 up to 4 meters above the top of lower storey. Foundation Brick Work

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel. Gr. Floor

13.HOISTING AND ROOFING: Brick bat coba waterproofing Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm.

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

14.FLOORING AND DADOS: Providing and laying Mandana stone flooring & Dado in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Same as above but stone will be Mandana 600 x 600 x 40 mm thick.

15. PLASTERING AND POINTING 20 mm thick cement plaster 1:6 in 2 coats work. Gr. Floor

16. PAINTING Applying priming coat with cement Primer in all shades on newly plasterd or concrete exterior surface.

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge)

18. STEEL AND IRON WORK: Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete.

MANDIR COMPLEX (INTERNAL PHE WORK) 1. SOIL WASTE & VENT PIPES AND FITTINGS Providing and fixing in position H.C.I, soil waste vent or antisyphonage pipes to I.S.I, specifications of E.L.C. Manufacture or of any other reputed firm including cutting and wastage etc. And making holes in walls, roofs or floor etc. And making good to ITS original condition but excluding cost of lead jointing. 100mm internal diameter

75mm internal diameter

Providing Lead Caulked Joints To H.C.I Pipes Specials Conforming To I.S.I Specifications of E.L.C Manufacture Or Any Other Reputed Firm Including Cost of Lead Yarn, Fuel And Tools, Etc. 100 mm internal diameter (1.13 kg)

75 mm internal diameter (0.91 kg)

Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S flat not less than 5 mm of the approved design for fixing C.I. Soil waste vent or anti pipes to walls complete in all respects including cutting and making good the walls and floors etc., and painting. For 100 mm internal diameter pipes

For 75 mm internal diameter pipes

Providing and Fixing in position h.c.i specials for soil, waste vent or anti-syphonage pipes to i.s.i marked including cutting and wastage etc., cutting holes in walls roofs or floors etc, and making good to its original condition but excluding cost of lead jointing. FOR 100 MM I/D PIPES Heal rest bend

Single junction with door 100 mm x 100 mm x 100 mm

Double junction plain 100 mm x 100 mm x 100 mm x 100 mm

Single junction plain 100 mm x 100 mm x 100 mm

Bend with door

Bend plain(100 MM)

Terminal guard

Cowls

Door piece

P or S trap without vent

Collars (100 MM)

FOR 75 MM I/D PIPES Single junction plain 75 mm x 75 mm x 75 mm

Bend plain(75 MM)

Terminal guard

Cowls

Collars (75 MM)

Painting H.C.I Soil Waste Vent And Pipes And Fitting With Superior Quality Synthetic Enamel Paint in all shades on existing on new work Two Coats paints including cleaning rubbing etc. 100 mm internal diameter

75 mm internal diameter

Providing and fixing single unequal plain junction of required degree : 100x100x75 mm Sand cast iron S&S as per IS - 3989

Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc., (Internal work) : 32mm nominal bore

50mm nominal bore

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality. 32mm diameter pipe

50mm diameter pipe

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing, fixing and testing Cast Iron soil waste and vent pipes (IS:3989) including all fittings such as bends, junctions, inspection doors, offsets, cowls, access pieces/plugs, brass floor cleanouts plugs etc. clamps/ structural steel supports as required/directed at site, jointing with dripseal joints including cutting holes in RCC/ Masonry walls and floors wherever required and making good the same. (The cost of cutting holes of all sizes in RCC walls, slabs & beams wherever required including making good the same with sealents as required by the engineer-in-charge shall be included in the rate). 150mm dia

Providing and fixing uPVC pipes confirming to IS 4985: 2000) pressure rating 6 kg/cm2 including all fittings of equivalent rating e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including all MS structural steel supports fabricated from ms rods,flats,bars etc including suspending the pipes with ceiling/walls with thimble bolts (The sample of clamp/supports shall be approved by enginner incharge) complete with cutting holes in RCC/ Masonry walls and floors wherever required and making good the same complete as per specifications. (The cost of cutting holes of all sizes in RCC walls, slabs & beams wherever required including making good the same with sealents as required by the engineer-in-charge shall be included in the rate).(For Kitchen) 110 mm dia

160 mm dia

200 mm dia

Providing and fixing CP Brass floor Cleanout Plug as per drawing complete with G.I. Socket jointed to drainage pipe outlet with drip seal joint. 100mm dia

2. WATER SUPPLY Providing, fixing and testing CPVC Pipes of an approved make complete with CPVC fittings such as tees, crosses, plugs, sockets, elbows, reducers, unions, sleeve pieces, check nuts etc. jointed with solvent cement compound including clamps/structural steel supports as required / directed at site including cutting and making good the walls, floors, RCC work etc. cutting chases and filling the same with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or cement mortar 1:4 (1 cement : 4 coarse sand) as required including cutting holes in RCC/ Masonry walls and floors wherever required and making good the same. (The cost of cutting holes of all sizes in RCC walls, slabs & beams wherever required including making good the same with sealents as required by the engineer-in-charge shall be included in the rate). 15 mm NB (15.90mm OD) (SDR-11 ASTM D-2846)

20 mm NB (22.20mm OD) (SDR-11 ASTM D-2846)

25 mm NB (28.60mm OD) (SDR-11 ASTM D-2846)

32 mm NB (34.90mm OD) (SDR-11 ASTM D-2846)

40 mm NB (41.30mm OD) (SDR-11 ASTM D-2846)

50 mm NB (54mm OD) (SDR-11 ASTM D-2846)

65 mm NB (73.00mm OD) (SCH-40 ASTM F-441)

80 mm NB (88.90mm OD) (SCH-40 ASTM F-441)

100 mm NB (114.30mm OD) (SCH-40 ASTM F-441)

Supply, fixing, testing and commissioning of Air Release Valves screwed ends with ball valve of approved brand of manufacture, with accessories etc., complete. 15mm dia

Providing and fixing lever operated gun metal Ball Valve with SS ball as per specification. 20 mm nominal bore.

25 mm nominal bore.

32mm nominal bore

40mm nominal bore

50mm nominal bore

65mm nominal bore

Providing and fixing C.I. Butterfly Valves conforming to PN 16/13095 with nuts, bolts, washers, 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etc. complete . 80 mm nominal bore

100 mm nominal bore

Providing and fixing class-O Careflex ST insulation 6mm thick to hot water pipe and fittings and valves as per manufacturer's recommendations complete to satisfaction of Engineer in charge. 16mm nominal bore (6 mm thick insulation)

22mm nominal bore (6 mm thick insulation)

3. SANITARY FIXTURES Providing and fixing white colour vitreous china wall mounted (European style) water closet KOHLER Wall-hung toilet with exposed tank with Quiet-close™ seat and cover in white (P-trap 225mm) Cat No.- Odeon™ K-17661K-S-0 with Plastic outlet connector (K-1046327-S) with CP bolts & nuts, CP brass hinges and rubber buffers, and clamps all complete, including cutting and making good the walls and floors wherever required.

Providing and fixing white colour vitreous china floor mounted (European style) water closet KOHLER Two-piece P-Trap toilet with Quiet-close™ seat and cover in white, 3/6 L (P-trap 178mm) Cat No.- Odeon™ K-8711IN-S-0 with Cario pipe for P-trap (K-1036901) with CP bolts & nuts, CP brass hinges and rubber buffers, and clamps all complete, including cutting and making good the walls and floors wherever required.

Providing and fixing white vitreous China/Orissa Water Closet squatting pan of size 530 x 410 mm (Inidan type W. C. pan) of Hindware Cat no. 20004 or equivalent make with 100mm PVC P or S strap, 3/6 litres (adjustable 2/4 litres) low level flushing vitreous china flushing cistern of Hindware Cat. no. 21029 Dual Flash or approved equivalent make with fittings, brackets. overflow pipe with specials and mosquito proof coupling of approved design including cutting and making good walls and floors wherever required.

Providing and fixing vitreous China Sanitary fixturs and CP fitting and other accessaries for Handicapped toilet Hindware Cat no. 70002 (Matrix Set). Each Matrix Set shall comprised (Wash Basin 65 x 35 with one pair mounting brackets, EWC & Cistern complete with fittings & seat cover, one no hinged rail 76 cm and five nos of grab rails 60 cm). complete all respect.

Providing and fixing white glazed vitreous china Wash Basins with C.P. pillar tap, C.P. brass waste 32mm C.P. bottle trap and unions and sealing of joints between wash basins and counter slabs around the wash basins with Silicone rubber cement of approved make of matching colour all complete including cutting and making good the walls and floors where required. KOHLER make Cat. No. K-2075IN-1-0 (Under counter) Self-rimming basin with Hint™ Pillar Tap -Flat Handle KOHLER Cat No. K-29583IN-4-CP Single control basin faucet with drain in polished chrome, C.P. brass waste KOHLER Cat. No. K-45432IN-CP (Grid drain with overflow hole in polished chrome) & C.P. bottle trap KOHLER Cat. No. K-16407IN-CP (Bottle trap - 210mm in polished chrome).

KOHLER make Cat. No. K-2075IN-1-0 (Under counter) Self-rimming basin with single faucet hole in white with C.P. single level basin mixer KOHLER Cat No. K-97060IN-4-CP Single control basin faucet with drain in polished chrome, C.P. brass waste KOHLER Cat. No. K-45432IN-CP (Grid drain with overflow hole in polished chrome) & C.P. bottle trap KOHLER Cat. No. K-16407IN-CP (Bottle trap - 210mm in polished chrome).

Providing and fixing white glazed vitreous china flat back Urinal KOHLER make Cat. No.- K-16321T-M-0 (Touchless urinal with integrated sensor and rear inlet 1LPF) with fittings concealed in chase, C.P. spreaders, 32mm C.P. brass domical waste, 32mm C.P. cast brass screws and washers complete including cutting and making the walls and floors where required.

Providing and fixing Stainless Steel Sink with MS or CI bracket, stainless steel basket waste and plug 40mm CP cast brass bottle trap with pipe to wall CP wall flange or approved equivalent, rubber adopter for waste connection complete, including cutting and making good the walls where required. Single bowl with single drain board overall size 940mm x 465mm x 178mm deep JAYNA JUPITER Cat. No. SBSD 02 with CP brass mixing fittings KOHLER Cat. NO. K-37315IN-4-CP, C.P. brass waste KOHLER Cat. No. K-45432IN-CP (Grid drain with overflow hole in polished chrome) C.P. bottle trap KOHLER Cat. No. K-16407IN-CP (Bottle trap - 210mm in polished chrome) or approvaled equivalent.

Providing and fixing C.P. brass Aleo Bib Tap, 1 Way KOHLER Cat. No. K-20073IN-4-CP including cutting and making good the walls wherever required.

Providing and Fixing Health Faucet With Sdspray, Metal Hose KOHLER Cat. No.- K-12927IN-CP with flexible pipe and wall hook with each European W.C. Pan.

Providing and fixing C.P. brass Towel Ring in polished chrome KOHLER Cat. No. -K-5631IN-CP complete with C.P. brass brackets fixed to rawl plug of approved design with C.P. brass screws.

Providing and fixing C.P. brass Towel Bar in polished chrome KOHLER Cat. No. -K-5630IN-CP.

Providing and fixing C.P. brass Double Coat Hook KOHLER Cat. No. K-15247IN-CP or equivalent make.

Providing and fixing S.S. Hinged Grating, 1.5mm thick with frame JAYNA NEW HEAVY GRATINGS Cat. No. NHG 140 including setting in floor with cement mortar 1:3.

Providing and fixing, Soap Dispenser with holder in polished chrome (KOHLER Cat No. K-10712D-CP) Make or approved equivalent.

Providing and fixing Toilet Tissue Holder in polished chrome KOHLER Cat. No. K-10554-CP or equivalent make fixed in position by means of C.P. screws and rawl plugs embedded in the walls complete including cutting and making good the walls wherever required.

Providing and fixing white glazed vitreous china Division Plates for urinals (H.S.I. Cat no. 61001 approved equivalent) of size 680x 300 mm.

Providing & fixing CP concealed body Manual valve in polished chrome (Aqua Turbo 235) KOHLER Cat No. K-882IN-CP or approved equivalent.

Providing & fixing Recessed bath and shower trim with lever handle and diverter button in polished chrome KOHLER Cat. No.- 10879IN-4FP-CP or approved equivalent.

Providing & fixing CP brass shower rose with shower arm Single function showerhead with arm and escutcheon in polished chrome KOHLER -K-16356IN-A-CP or approved equivalent.

Providing & fixing CP brass Bath spout without diverter in polished chrome KOHLER Cat No. K-97087IN-CP or approved equivalent.

Providing and fixing C.P. brass Soap dish in polished chrome (KOHLER Cat. No. -K-5634IN-CP) or approved equivalent including cutting and making good the walls wherever required complete to the satisfaction of Engineer in charge.

Providing and fixing 15mm C.P. brass Angle Valve with C.P. brass connection pipe KOHLER Cat No. K-80154IN-4-CP (Angle valve G13 mm in polished chrome) union nuts complete with C.P. brass flange including cutting and making good the walls wherever required.

Providing and fixing automatic high pressure electric water heaters (VENUS or approved equivalent) with glass lining thermostats with each element and high temperature cut off, necessary insulation, safety valve, etc. all complete. 15 litres

25 litres

50 litres

Providing and fixing Hand Dryer - Hand dryer in white KOHLER Cat No. K-5486T-0P fixed in position by means of C.P. screws and rawl plugs embedded in the walls complete including cutting and making good the walls wherever required.

Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

4. RAIN WATER PIPES AND FITTINGS Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 complete with all fittings e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including fixing the pipes on wall face with MS galvanized holder bat clamps or suspended below ceiling with MS galvanized hangers/supports and fasteners all as approved by the engineer in charge including Cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good . The rates shall be inclusive of painting of all supports and clamps with a coat of red oxide primer and two or more coats of synthetic enamel paint of approved colour and Quality to give an even shade including surface preparation.(Sample of holder bat clamps,hangers / supports to be approved by the Engineer-in-Charge.) 110 mm dia

160 mm dia

Providing and fixing uPVC pipes confirming to IS 4985: 2000) pressure rating 6 kg/cm2 including all fittings of equivalent rating e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including all MS structural steel supports fabricated from ms rods,flats,bars etc including suspending the pipes with ceiling/walls with thimble bolts (The sample of clamp/supports shall be approved by enginner incharge) complete with cutting holes in RCC/ Masonry walls and floors wherever required and making good the same complete as per specifications. (The cost of cutting holes of all sizes in RCC walls, slabs & beams wherever required including making good the same with sealents as required by the engineer-in-charge shall be included in the rate). 200 mm dia

Providing and fixing C.I. square Grating at terrace RWP pipe complete in all respects. 150x150mm

TEMPLE COMPLEX (EXTERNAL PHE WORK) 1. SEWERAGE SYSTEM Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 100 mm diameter

150 mm diameter

250 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 100mm diameter S.W. pipe

150mm diameter S.W. pipe

250mm diameter S.W. pipe

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manholes: Size 90 x 80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kind of soils Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

2.6 Earth work in excavation by mechanical means (hydraullic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly dressed. All kinds of soil

Filling available excavated earth (excluding rock) in treanches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upt 1.5m.

Providing and fixing C.I. medium duty Manhole Cover with frame size 600x600mm total weight 75 kg. complete in all respects. (For Grease Trap)

2. STORM WATER DRAINAGE SYSTEM Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150mm dia RCC pipe

250mm dia RCC pipe

300mm dia RCC pipe

450mm dia RCC pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150mm diameter RCC pipe

250mm diameter RCC pipe

300mm diameter RCC pipe

450mm diameter RCC pipe

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30m deep with CI cover and frame (heavy duty) 560 mm internal diameter conforming to IS-1726/91, total weight of cover and frame to be not less than 208 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth beyond 45 cm of brick masonry chamber : For 455x610 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kind of soils Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia.

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Earth work in excavation by mechanical means (hydraullic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly dressed. All kinds of soil

Filling available excavated earth (excluding rock) in treanches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upt 1.5m.

EXTERNAL WATER SUPPLY Providing, laying and testing CPVC Pipes of an approved make complete with CPVC fittings such as tees, crosses, plugs, sockets, elbows, reducers, unions, sleeve pieces, check nuts etc. jointed with solvent cement compound including necessary excavation and back filling etc. all complete. (pipes burried in ground). 100 mm NB (114.30mm OD) (SCH-40 ASTM F-441)

150 mm NB (168.30mm OD) (SCH-40 ASTM F-441)

Providing, fixing and testing G.I. pipes with zinc coating of 50 to 65 DFT (medium class) of an approved make conforming to IS:1239 complete with malleable cast iron fittings as per IS:1879 such as tees, crosses, plugs, sockets, elbows, reducers, unions, sleeve pieces, check nuts etc. clamps/structural steel supports as required/directed at site including cutting and making good the walls, floors, RCC work etc. cutting chases and filling the same with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or cement mortar 1:4 (1 cement : 4 coarse sand) as required as per specifications. (The cost of cutting holes of all sizes in RCC walls, slabs & beams wherever required including making good the same with sealents as required by the engineer-in-charge shall be included in the rate). (For rising main from sump) 100 mm nominal bore.

200 mm nominal bore.

Providing, laying & jointing in position of uPVC pipes (I.S.:4985-1981) of 6 kg/cm2 rating with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instruction, including earth work in excavation and refilling (Earth work includes 450mm of soil cover over the pipe and width of 300mm). (For Irrigation lines). 110mm OD- 6 kg/cm²

50mm OD- 6 kg/cm²

40mm OD- 6 kg/cm²

32mm OD- 8 kg/cm²

25mm OD- 8 kg/cm²

Providing and fixing lever operated gun metal Ball Valve with SS ball as per specification. 25 mm nominal bore.

32mm nominal bore

40mm nominal bore

50mm nominal bore

Providing and fixing C.I. Butterfly Valves conforming to PN 16/13095 with nuts, bolts, washers, 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etc. complete . 100 mm nominal bore

150 mm nominal bore

200 mm nominal bore

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber, insertions etc. complete (The tail pieces, tapers etc if required will be paid separately). 50mm dia

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5

Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 100 mm dia nominal bore

150 mm dia nominal bore

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 100 mm dia nominal bore

150 mm dia nominal bore

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kind of soils Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

Providing and fixing medium duty circular Manhole Cover with frame size 500 mm dia, total weight 128 kg (64kg frame & 64 kg frame) complete in all respects. (For underground tanks)

Providing and fixing 800mm long SS Puddle Flanges fabricated out of 6mm thick S.S. plates & SS 316 pipes along with flanges as per BS-10 (Table E) for 25mm dia pipe to 80mm dia pipes and BS-10 (Table-H) for 100mm dia to 250mm dia pipes and properly fixed in walls and top slabs of underground and overhead tanks. 25mm dia

32mm dia

40mm dia

50mm dia

65mm dia

80mm dia

100mm dia

150mm dia

200mm dia

250mm dia

Providing & fixing GI Vent Pipe complete with 2 Nos. bends complete with mosquito proof SS wire mesh & painting with black bitumastic paint all complete as per drawing. 100 mm dia

Providing orange colour safety Foot Rest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30 x 20 x 15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.

4.BOREHOLE FOR RAIN WATER HARVESTING (16 NOS.) Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia

Providing and fixing bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I). 150 mm dia

5.PUMPING SYSTEM Providing, fixing, testing and commissioning of Vertical in line type pump set with SS casing, SS impeller and SS shaft suitable for operation on 400/440 volts, 3 phase 2900 RPM, TEFC electric motor mounted on a common channel base plate with coupling guard, 150mm dia pressure gauge, GM isolation cock and cement concrete foundation with plaster complete as required. Filter Feed pumps Pump capacity - 250 lpm Head - 20 m RPM - 2900

Domestic water transfer pumps Pump capacity - 450 lpm Head - 50 m RPM - 2900

Flushing water transfer pumps Pump capacity - 500 lpm Head - 50 m RPM - 2900

Softener Feed pumps Pump capacity - 250 lpm Head - 20 m RPM - 2900

Soft water transfer pumps Pump capacity - 500 lpm Head - 50 m RPM - 2900

Provding, installation, testing, and commissioning of Factory assembled skid mounted Variable Freqency Drive Hydropneumatic system comprising of following items.(For RO water supply) a) 2 Nos. Vertical in line pumps complete in SS coupled with TEFC motor Pump capacity - 100 lpm Head - 70 m RPM - 2900 b) 1 No. 4000 litres vessels with inter changeable butyl rubber membrane. c) 1 No. Variable speed drive Electric control panel with controller relays, sequence timer for alternate operation of pumps, electrical wiring, cabling from panel to pumps, level controller complete with all accessories as per manufacturer specifications. d) Accessories like butterfly valves, NRV's & Y-strainers on suction and discharge, pressure gauge suction, discharge header and base frame etc., complete as required. e) Hydropneumatic system as described above.

Providing, fixing and commissioning non clog type stainless Steel mono block submersible drainage pumps suitable for handling solids of 12 mm size with totally water and dust proof motor. Capacity 300 lpm & Head 20m (In basement)

Capacity 500 lpm & Head 20m (In pumproom and basement near ramp)

Capacity 1000 lpm & Head 15m (At site)

Capacity 2000 lpm & Head 15m (At site)

Providing, fixing and commissioning non clog type stainless Steel mono block submersible sewage/effluent pumps suitable for handling solids of 32 mm size with totally water and dust proof motor. Capacity 450 lpm & Head 20m (Sewage pumps at site)

Capacity 400 lpm & Head 20m (Effluent pumps at site)

Providing, fixing, testing and commissioning of Digital 5 Stage Water level Indicators/ controllers with low voltage Relays and Magnetic Analog Stainless Steel Probe operated by a single Float, including necessary wiring and conduiting from probes to display panel/motor control panels and to provide Audible Alarm for low level for each underground tank. (The cost of required cabling from probe to Display/ Control panel and from Display to Motor control panels to be paid separately). For Domestic Filter feed pumps To start domestic filter feed pumps at low water level in domestic treated under ground tank and stop at high water level in domestic treated tank and stop at low water level in domestic raw water tank.

For Domestic Treated water supply pumps To start pump at low water level in overhead tank and stop at high water level in overhead tank and low water level in under ground tank.

For Flushing water tranfer pumps To start flushing water tranfer pumps at low water level in flushing under ground tank and stop at high water level in flushing water tank and stop at low water level in flushing water tank.

For Flushing water tranfer pumps To start pump at low water level in overhead tank and stop at high water level in overhead tank and low water level in under ground tank.

For HVAC Softener Feed pumps To start HVAC softner feed pumps at low water level in HVAC treated under ground tank and stop at high water level in HVAC treated tank and stop at low water level in HVAC raw water tank.

For HVAC Soft water transfer pumps To start pump at low water level in overhead tank and stop at high water level in overhead tank and low water level in under ground tank.

Supplying and laying the PVC insulated & sheathed FRLS Armoured cables of 1.1 K.V. Aluminium Conductor including supplying and making and termination with brass compression glands: 3 Core x 4 sq.mm

3 Core x 6 sq.mm

3 Core x 10 sq.mm

Providing, fabricating and installation following size of perforated M.S. Cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling with M.S. suspenders including painting, etc., as required. 150mm width x 50mm depth x 1.6 mm thickness.

6.0 WATER TREATMENT SYSTEM Providing and fixing skid mounted vertical MSRL Dual Media pressure filter fabricated from IS 226/2062 plate 5mm thick for shell and 6mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete (for domestic water supply system). Capacity 15000 lph. Flow velocity 15m3/hr/m2 Working pressure 2.5 kg./cm2 Design pressure 4 kg./cm2

Providing and fixing skid mounted vertical MSRL Activated carbon filter fabricated from IS 226/2062 plate 5mm thick for shell and 6mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete (for domestic water supply system).. Capacity 15000 lph. Flow velocity 15m3/hr/m2 Working pressure 2.5 kg./cm2 Design pressure 4 kg./cm2

Providing and fixing skid mounted vertical MSRL Dual Media pressure filter fabricated from IS 226/2062 plate 5mm thick for shell and 6mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete (for HVAC water supply system). Capacity 15000 lph. Flow velocity 15m3/hr/m2 Working pressure 2.5 kg./cm2 Design pressure 4 kg./cm2

Providing and fixing skid mounted MSRL, “Cation” ION Exchange water softener fabricated from IS 226/2062 plate 6mm thick for shell and 5mm thick for dished ends complete with MSRL tanks for salt mixing, brine & brine saturation, initial charge of ION Exchange resins face piping and valves, hydraulic brine injection assembly with hose pipes, accessories, painting, testing and commissioning complete Capacity 15000 lph Total hardness = (as per tubewell water at site) OBR = 120000 ltrs, Working pressure 2.5 kg./cm2 Design pressure 4 kg./cm2

Providing and fixing bulk water meter with direct reading dial in KL, all internal parts and strainer in gun metal/brass. 65 mm dia

Providing and fixing direct reading rate of flow Rota Meter For 65 mm dia for 12000 lph rate of flow for filter.

Providing and fixing gun metal dial type pressure gauge (150mm dia) of rating 0-10 kg./cm2 with gun metal isolating cock pig and connecting pipe.

Supply, fixing, testing and commissioning of chlorinator with metering pump mounted on HDPE white tank suitable for operation on 220 ± 5% single phase, 50 Hz AC supply, including cables from metering pump to control panel compete in all respects. Suitable for flow rate 15000 lph

7.0 SUCTION AND DELIVERY PIPES AND VALVES FOR WATER SUPPLY PUMPS Providing and fixing G.I. suction & delivery headers / pipes for water supply pumps (IS:1239 heavy class) jointed with G.I. heavy class welded flanged fittings (bends, tees, reducers, plugs, flange & blank flanges etc) and clamps all complete. Note: All pipes & fittings in pump room will be weldeded flanged types. 50 mm nominal bore

65 mm nominal bore

80 mm nominal bore

100 mm nominal bore

150 mm nominal bore

200 mm nominal bore

Painting for G.I. Pipes with two or more coats of synthetic enamel paint of approved quality and shade over a coat of approved primer coat as directed including surface preparation (Shade as per pipe colour code). 50 mm nominal bore

65 mm nominal bore

80 mm nominal bore

100 mm nominal bore

150 mm nominal bore

200 mm nominal bore

Providing and fixing lever operated gun metal Ball Valve with SS ball. 65mm dia

Providing and fixing C.I. Butterfly Valves conforming to PN 16/13095 with nuts, bolts, washers, 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etc. complete . 80 mm dia

100 mm dia

150 mm dia

200 mm dia

Providing and fixing gunmetal horizontal Non-Return Valve with flanged ends tested to 20 kg/cm2. 65mm dia

Providing and fixing cast iron Dual Plate Non Return Valves conforming to PN16 complete with bolts, nuts, washers and neoprene gaskets . 80 mm dia

100 mm dia

150 mm dia

Providing and fixing Y-strainer with flanged ends with test prssure 21.09 kg/cm2. 80 mm dia

150 mm dia

8.0 REVERSE OSMOSIS PLANT 8.1 Providing, fixing, testing, and commissioning of 2000 lph capacity reverse osmosis plant comprising of all equipments & accessories and all necessary inter connecting pipe work and valves, electrical panls & cabling, including all foundation works required for various water treatment equipment. The RO plant in general shall comprises the following equipment and accessories. a) Multigrade Filter - 1 No. b) Activated carbon filter - 1 No. c) Antiscalent dosing system-1 No. d) High pressure pump - 2 Nos. (1W + 1S) e) RO skids with accessories as per specification – 2 Nos. f) PH correction System – 1 No. g) Instrument panel – 1 No. h) Conductivity indicator - 1 No. i) PH indicator - 1 No. j) Flow indicator - 2 Nos. k) Pressure Indicator - 7 Nos. l) Pressure switches - 2 Nos. m) Electric Power Panel – 1 Set. n) All inter connecting pipe work and valves – 1 Lot. o) Memberane cleaning system – 1 No. p) S.S vertical RO water storage tank (Capacity 2000 Ltrs.) suitable for 2.5 Kg/Scm operating pressure and test pressure of 5 Kg/Scm. The tank shall have thickness of 4 mm and Dished end thickness of 6 mm. Tank shall be fabricated with all necessary mountings and accessories with valves and Provision for inlet/outlet, drain, overflow, manhole, air vent system. q) Drainage arrangement for disposal of rejected water from RO system Including making connection with the nearest drain r) All foundations for electrical & mechanical equipment. s) Any other item required for satisfactory completion of work. t) Recommended spares for 2000 hours of normal operation - 1 lot. 8.1.1 All piping works and associated valves including supports, valve chambers and manholes etc. 8.1.2 All mechanical and electrical works including motor control panels, cables etc. connected with the plant. 8.1.3 All RCC and Masonry works related with Reserve Osmosis plant and related foundation works for electrical mechanical equipment. 8.1.4 Any other work necessary for satisfactory performance of the system.

9.0 WATERBODY AND KUND RECIRCULATING SYSTEM Providing, fixing, testing & commissioning of skid mounted vertical MSRL Dual Media pressure filter fabricated from IS 226/2062 plate 5mm thick for shell and 6mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete. Capacity = 18 m3/hr. Design Pressure = 4.0 kg/cm2 Working Pressure = 2 kg/cm2 N.S.I Flow velocity = 20m3/hr/m2

Providing, fixing, testing and commissioning of Vertical in line type pump set with SS casing, SS impeller and SS shaft suitable for operation on 400/440 volts, 3 phase 2900 RPM, TEFC electric motor mounted on a common channel base plate with coupling guard, 150mm dia pressure gauge, GM isolation cock and cement concrete foundation with plaster complete as required. Discharge : 18m3/hr. Head : 25m N.S.I RPM - 2900

Providing and laying uPVC pipes for pumps & swimming pool piping confirming to IS 4985:2000 of pressure 6kg/cm2 with fittings i.e., bends, tees, reducers, plugs, union, flange & blank flanges etc including jointing, structural clamps, cutting chase and making good the walls, floors etc. wherever required. 90mm OD

Providing and fixing C.I. Butterfly Valves conforming to PN 16/13095 with nuts, bolts, washers, 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etc. complete . 80 mm dia

100 mm dia

150mm dia

Providing and fixing cast iron Dual Plate Non Return Valves conforming to PN16 complete with bolts, nuts, washers and neoprene gaskets . 80 mm dia

Providing and fixing Y-strainer with flanged ends with test prssure 21.09 kg/cm2. 100 mm dia

Supplying and laying the PVC insulated & sheathed FRLS Armoured cables of 1.1 K.V. Aluminium Conductor including supplying and making and termination with brass compression glands: 3 Core x 6 sq.mm

Constructing of masonry chambers 60x60x75cm (inside) with 75 class designation brick work in cement mortars 1:5 (1 cement : 5 fine sand) for ball valve with C.I. manhole cover with frame size 600x600mm (light duty) fixed in cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). Necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregated 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design. (The cost of exavation, refilling and compaction in layers as per sub grade of required density including watering required for compaction and disposal of surplus earth shall be included in rate).

10.0 SEWAGE TREATMENT PLANT (TOTAL CAP. 200 KLD) Supply, erection, testing and commissioning of underground sewage treatment plant based on attached growth aerobic moving bed bio reactor technology for the following: Daily Avg. Sewage : 200m3/day PH : 6.5 - 8.5 BOD 5 : 350 mg/l S. Solids : 250 - 300 mg/l COD : 500 - 800 mg/l Oil & grease : < 50 mg/L Coliform : 10^6 - 10^7 counts / 100 ml Effluent discharge standard after treatment: Conforming to requirement approved standards PH : 6.5 - 7.5 BOD 5 : Less than 10 mg/l S. solids : Less than 20 mg/l COD : Less than 50 mg/l Oil & grease : < 10 mg/L NH4-N : 5 PPM N- total : 10 PPM Outlet Coliform : < 1000 counts / 100 ml (at CCT outlet) Sewage treatment plant shall include supply erection, testing & commissioning of the following items: Supply, installation, testing & commissioning of 2 Nos. Stainless Steel Suitable Sized Manually operated Bar Screen made of SS 304 in RCC screen channel as per following specifications for Effluent. a) N.S.I Cleaning :- Manually Cleaned Screen Bar Spacing :- 5 - 6 mm MOC :- Complete in SS 304

Supply, installation, testing & commissioning of level controller for automatic operation of the system with high/low level alarm complete with auxillary NO/NC contacts for water tanks including all the wiring and cabling with cable tray from motor, panel and level controllers

Supply, installation, testing & commissioning of adequate capacities of coarse air diffusers in Equalisation tank and sludge holding tank for providing aeration including Air piping shall comprise of pipes droppers/ laterals with SS 304. Header complete with all valve, fittings such as tees, crosses, plugs, sockets, elbows, reducers, supports & clamps, etc cutting chases & making good. Contactor to submit detailed P & I indicating their proposal (Each air grid supply into above tanks will be provided with air rota meters of suitable size).

Supply, installation, testing & commissioning of MBBR and Tube Deck Media

Air Blowers: Twin lobe positive displacement type, rotary air blowers of suitable type with V-belt drive, belt guard, base plate, inlet filter-silencer, flexible connectors, check valve, relief valve, pressure gauge and piping. Capacity- 200m3/hr @ 6000 MMWG

Providing and fixing all pipes & fittings (as described below) and isolation control valves, strainer with bypass arrangement for making the system complete. Piping as per the approval of the consultants, to be designed for suitable and corrosion resistance. The discharged piping shall be designed at velocity 1.5 m/s and the suction header shall be designed at velocity 1.2 m/s. Exposed piping shall be CPVC (For pipes upto 50mm dia as per SDR-11 ASTM D-2846 and for pipes above 50mm dia as per SCH-40 ASTM F-441), submerged piping shall be SS-304 and headers of pumps shall be GI as per IS:1239.

Sewage pumps: Supply, installation, testing & commissioning of Centrifugal type, non clog self priming pumps complete with suction and delivery valves and non return valves,suction and delivery headers of an approved make of capable of handling minimum 7 to 10mm solids size for untreated effluent with fan cooled induction motor with class 'B' insulation, mounted on a common structural base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps. Non Clog Pumps 02 Nos. (1w + 1s) For domestic sewage Flow rate (each) = 10m3/hr Head = 10-12 Mtr

Vertical, MSRL, filter: Supply, installation, testing & commissioning of vertical MSRL filter Fabricated from IS:226/2062 plate 5mm thick for shell and 6mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete. Multigrade pressure sand filter Flow rate : 13000 LPH Filtration Rate: 13.5m3/hr/m2

Vertical, MSRL, activated carbon filter: Supply, installation, testing & commissioning of vertical MSRL activated carbon filter Fabricated from IS:226/2062 plate 5mm thick for shell and 8mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete. Iodide value of carbon = 1000 Activated Carbon Filter Flow rate : 13000 LPH Filtration Rate: 13.5m3/hr/m2

Supply, installation, testing & commissioning of Sludge Centrifuge.

Supply, installation, commissioning of Chorine dosing system , each electronic metering pump of 0-6 litres/ hr. capacity with individual HDPE tanks of 200 ltrs capacity having , solution delivery tube etc. including making electrical connection all in complete.

Supply, installation, commissioning of Poly dosing system , each electronic metering pump of 0-12 litres/ hr. capacity with individual HDPE tanks of 200 litres capacity having , solution delivery tube etc. including making electrical connection all in complete.

Supply, installation, testing & commissioning of U.V. sterlizer with S.S. housing. U.V.lamp, glass tube and all other accessories as per manufacturer's specification with cleaning arrangement, supports, inlets, outlet bypass connections & U.V. monitor including S.S. cabinet with glass door of suitable size to house the U.V. sterilizer. The entire assembly shall be mounted on wall (Suitable for STP treated water). a) Capacity 13 cum/hr

Supply, installation, testing & commissioning of EM type flow meter. The signal from read out shall be 4-20 m.amps to be received as BAS. Suitable for flow rate 10000 lit/hr. (For sewage feed pump outlet)

Suitable for flow rate 13000 lit/hr. (For ACF outlet)

Supply, installation, testing & commissioning of Centrifugal type, non clog self priming pumps complete with suction and delivery valves and non return valves,suction and delivery headers of an approved make of capable of handling minimum 7 to 10mm solids size for untreated effluent with fan cooled induction motor with class 'B' insulation, mounted on a common structural base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps. Sludge screw pump Capacity 1.5 cum/hr each Head 40 Mts RPM 2900

Sluge Transfer pumps Capacity 4.0 cum/hr each Head 10 Mts RPM 2900

10.16 Supply, installation, testing & commissioning of Centrifugal type, monoblock, self priming pumps with bronze in impeller of an approved make and complete with with suction and delivery valves and non return valves,suction and delivery headers capable of handling clear water complete with fan cooled induction motor with class B insulation, mounted on a common structural base plate with 100mm dia pressure gauge with gunmetal isolation cock and suitable vibration elimination pads of approved design for pump foundation. Motor to be suitable for 400/440 volts, 3 phase, 50 cycle AC supply with rpm, to suit the corresponding pumps. a) Filter feed pumps Capacity 13 cum/hr each Head 30 Mts RPM 2900

Treated water transfer pumps Capacity 18 cum/hr each Head 30 Mts RPM 2900

Provding, installation, testing, and commissioning of Factory assembled skid mounted Variable Freqency Drive Hydropneumatic system comprising of following items. (Irrigation water supply). a) 2 Nos. Vertical in line pumps complete in SS coupled with TEFC motor Pump capacity - 18m3/hr. Head - 50 m RPM - 2900 b) 1 No. 300 litres vessels with inter changeable butyl rubber membrane. c) 1 No. Variable speed drive Electric control panel with controller relays, sequence timer for alternate operation of pumps, electrical wiring, cabling from panel to pumps, level controller complete with all accessories as per manufacturer specifications. d) Accessories like butterfly valves, NRV's on suction and discharge, pressure gauge suction, discharge header, diaphragm type PRV and base frame etc., complete as required. e) Hydropneumatic system as described above.

Providing and fixing S.S. puddle flanges fabricated of SS-316 pipe with flanged ends pieces fixed to R.C.C. water tanks wall / slab.

Providing and fixing M.S. structural work fabricated from structural steel sections M.S. rounds, angles, channels, girder, pulley, tees, square bars, plates including cutting of required sizes, drilling, welding fixing and welding to insert plates in RCC structural works, as directed by Architects / Consultant. M.S. ladders, tank covers & frame etc. cutting and making good the wall and floor where ever required including two coats of synthetic enamel paint/epoxy paint over a coat of primer.

Supply, installation, testing & commissioning of Intrumentation comprising of the following items. a) Digital energy meter in the electrical panel - 1 no. b) At Inlet of sewage & Outlet of treated water magnetic flow meter with totalizer - 3 each c) pH meter - 1 no d) Level switches for auto operation of the system- I lot

10.22 ELECTRICAL INSTALLATION FOR STP 10.22.1 Electrical panel: Supply, installation, testing & commissioning of Dust, damp and vermin proof, free floor standing factory built sheet steel enclosed nondrawout modular panel for sewage treatment plant, fabricated out of suitable sized square tubular section and covered with 2.0mm thick CRCA sheet, hinged doors of 2mm thick CRCA sheet, duly painted complete with earth bus, necessary metering protections & indications and mounted with the following including all inter connection cables etc. (Including earthing). (Indoor type) Switch gear for pumps & equipments indicated above and required for STP shall be included in the panel. The agency shall provide 2 Nos. spares outgoings with MCB's of 16 Amps & 32 Amps. The agency shall submit shop drawing of SLD, fabrication details indicating all switch gears, bill of materials & makes of switch gears of panel before placing order of panel for approval.

10.23 ULTRA FILTARTION PLAN Supply, installation, testing & commissioning of UF plant of capacity 12.0 cum/hr complete with all interconnecting pipes and valves with all the required accessories & chemical cleaning system, complete in all respects & comprising the following: a) UF Module (Hollow Fibre - outside in type porocity 0.1 to 0.01 micron) including micron cartridge filter in PP housing, Pneumatic Valve, PLC Electrical Panel, flow meter, compressor and all other accessories making the system complete Flow rate : 12 cum/hr Output Inlet TSS :- 10-30 mg/lt Filtration Flux :- 40 lt/m2/hr Membrane Area - 55-75 M2 as per approved makes Membrane MOC - PVDF Membrane Type :- Pressure Feed Mambrane 25 micron cartridge type, Out to in process No. of UF Membrane - 5 Number b) UF Feed Pump 2 Nos. (1W+S) 12 M3/hr each 20-25m head c) UF pre fine filtration d) UF Backwash pumps with Complete SS - 304 with motor, pressure gauge with isolation cock, Isolation valve, NRV on delivery line. Isolation valve, strainer at suction etc. (Cap. 24 m3/hr head 18-20m (1 W+ 1S) Including HDPE back tank of capacity 1000 litres. e) Chlorine dosing system f) CEB / CIP dosing station including dosing tank & pumps etc. g) PLC control panel with all automation required like Pneumatic valves, piping in UPVC PLC and other required accessories.

Approval: Contractor to provide adequacy report consisting of inlet and outlet test reports, report/drawings as per pollution board requirement. Contractor shall include the cost of all chemicals consumed during testing and commissioning and the cost of such items of works, which are not explicitly mentioned above. All required statuary approvals shall be included in the rates.

Opertaion & Maintenance contract of STP for a period of one year after completion of one year defect liability period after commissioning. All spares and replacement of any defective part shall be included in the contract.

11.0 EFFLUENT TREATMENT PLANT Supply, erection, testing and commissioning of underground Effluent treatment plant based on attached growth aerobic moving bed bio reactor technology for the following: Daily Avg. Sewage : 100m3/day PH : 6.5 - 8.5 BOD 5 : 350 mg/l S. Solids : 250 - 300 mg/l COD : 500 - 800 mg/l Oil & grease : < 50 mg/L Coliform : 10^6 - 10^7 counts / 100 ml Effluent discharge standard after treatment: Conforming to requirement approved standards PH : 6.5 - 7.5 BOD 5 : Less than 10 mg/l S. solids : Less than 20 mg/l COD : Less than 50 mg/l Oil & grease : < 10 mg/L NH4-N : 5 PPM N- total : 10 PPM Outlet Coliform : < 1000 counts / 100 ml (at CCT outlet) Sewage treatment plant shall include supply erection, testing & commissioning of the following items: Effluent treatment plant shall include supply erection, testing & commissioning of the following items: 11.1 Supply, installation, testing & commissioning of 2 Nos. Stainless Steel Suitable Sized Manually operated Bar Screen made of SS 304 in RCC screen channel as per following specifications for Effluent. a) Cleaning :- Manually Cleaned Screen Bar Spacing :- 5 - 6 mm MOC :- Complete in SS 304

Supply, installation, testing & commissioning of level controller for automatic operation of the system with high/low level alarm complete with auxillary NO/NC contacts for water tanks including all the wiring and cabling with cable tray from motor, panel and level controllers

Supply, installation, testing & commissioning of adequate capacities of coarse air diffusers in Equalisation tank and sludge holding tank for providing aeration including Air piping shall comprise of pipes droppers/ laterals with SS 304. Header complete with all valve, fittings such as tees, crosses, plugs, sockets, elbows, reducers, supports & clamps, etc cutting chases & making good. Contactor to submit detailed P & I indicating their proposal (Each air grid supply into above tanks will be provided with air rota meters of suitable size).

Supply, installation, testing & commissioning of MBBR and Tube Deck Media

Providing and fixing all pipes & fittings (as described below) and isolation control valves, strainer with bypass arrangement for making the system complete. Piping as per the approval of the consultants, to be designed for suitable and corrosion resistance. The discharged piping shall be designed at velocity 1.5 m/s and the suction header shall be designed at velocity 1.2 m/s. Exposed piping shall be CPVC (For pipes upto 50mm dia as per SDR-11 ASTM D-2846 and for pipes above 50mm dia as per SCH-40 ASTM F-441), submerged piping shall be SS-304 and headers of pumps shall be GI as per IS:1239.

Effluent pumps: Supply, installation, testing & commissioning of Centrifugal type, non clog self priming pumps complete with suction and delivery valves and non return valves,suction and delivery headers of an approved make of capable of handling minimum 7 to 10mm solids size for untreated effluent with fan cooled induction motor with class 'B' insulation, mounted on a common structural base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps. Non Clog Pumps 02 Nos. (1w + 1s) For effluent lifting from equalization sump) Flow rate (each) = 5m3/hr Head = 10-12 Mtr

Sludge pumps: Supply, installation, testing & commissioning of Centrifugal type, non clog self priming pumps complete with suction and delivery valves and non return valves,suction and delivery headers of an approved make of capable of handling minimum 7 to 10mm solids size for untreated effluent with fan cooled induction motor with class 'B' insulation, mounted on a common structural base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps. Non Clog Pumps 02 Nos. (1w+1s) For transfer of sludge) Flow rate (each) = 5m3/hr Head = 10-12 Mtr

Air Blowers: Twin lobe positive displacement type, rotary air blowers of suitable type with V-belt drive, belt guard, base plate, inlet filter-silencer, flexible connectors, check valve, relief valve, pressure gauge and piping. Capacity- 130m3/hr @ 6000 MMWG

Vertical, MSRL, filter: Supply, installation, testing & commissioning of vertical MSRL filter Fabricated from IS:226/2062 plate 5mm thick for shell and 6mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete. Multigrade pressure sand filter Flow rate : 10000 LPH Filtration Rate: 13.5m3/hr/m2

Vertical, MSRL, activated carbon filter: Supply, installation, testing & commissioning of vertical MSRL activated carbon filter Fabricated from IS:226/2062 plate 5mm thick for shell and 8mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete. Iodide value of carbon = 1000 Activated Carbon Filter Flow rate : 10000 LPH Filtration Rate: 13.5m3/hr/m2

Supply, installation, commissioning of Acid dosing system , each electronic metering pump of 0-6 litres/ hr. capacity with individual HDPE tanks of 200 ltrs capacity having , solution delivery tube etc. including making electrical connection all in complete.

Supply, installation, commissioning of Alum dosing system , each electronic metering pump of 0-6 litres/ hr. capacity with individual HDPE tanks of 200 ltrs capacity having , solution delivery tube etc. including making electrical connection all in complete.

Supply, installation, commissioning of Polyelectrolyte dosing system , each electronic metering pump of 0-6 litres/ hr. capacity with individual HDPE tanks of 200 ltrs capacity having , solution delivery tube etc. including making electrical connection all in complete.

Flash mixture:-Flash mixture of rpm not exceeding 90 with SS shaft & SS impellers, propellor, type for RCC Flash mixture tank with mounting structures with TEFC IP 55 motor or suitable rating. Complete with reduction gear & other accessories.

Flocculator:-Flocculator paddle of rpm not exceeding 20 with SS shaft & SS impellers for RCC floculator tank with mounting structures with TEFC IP 55 motor of suitable rating complete with reduction gear & other accessories.

Supply, installation, testing & commissioning of U.V. sterlizer with S.S. housing. U.V.lamp, glass tube and all other accessories as per manufacturer's specification with cleaning arrangement, supports, inlets, outlet bypass connections & U.V. monitor including S.S. cabinet with glass door of suitable size to house the U.V. sterilizer. The entire assembly shall be mounted on wall (Suitable for ETP treated water). a) Capacity 13 cum/hr

Supply, installation, testing & commissioning of Centrifugal type, monoblock, self priming pumps with bronze in impeller of an approved make and complete with with suction and delivery valves and non return valves,suction and delivery headers capable of handling clear water complete with fan cooled induction motor with class B insulation, mounted on a common structural base plate with 100mm dia pressure gauge with gunmetal isolation cock and suitable vibration elimination pads of approved design for pump foundation. Motor to be suitable for 400/440 volts, 3 phase, 50 cycle AC supply with rpm, to suit the corresponding pumps. Filter feed pumps Capacity 10 cum/hr each Head 25 Mts RPM 2900

Treated water transfer pumps Capacity 12 cum/hr each Head 40 Mts RPM 2900

Centrifuge Feed Pumps: Centrifugal type, non clog self priming pumps complete with valves, suction and delivery header of an approved make of suitable capacity capable of handling 8-10 mm size solids for untreated effluent mounted on a base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps. Capacity 1.0 m3/hr at 15m head

Basket Centrifuge, top discharge type for sludge dewatering suitable for 100 KLD ETP.

Providing and fixing S.S. puddle flanges fabricated of SS-316 pipe with flanged ends pieces fixed to R.C.C. water tanks wall / slab.

Providing and fixing M.S. structural work fabricated from structural steel sections M.S. rounds, angles, channels, girder, pulley, tees, square bars, plates including cutting of required sizes, drilling, welding fixing and welding to insert plates in RCC structural works, as directed by Architects / Consultant. M.S. ladders, tank covers & frame etc. cutting and making good the wall and floor where ever required including two coats of synthetic enamel paint/epoxy paint over a coat of primer.

Supply, installation, testing & commissioning of Intrumentation comprising of the following items. a) Digital energy meter in the electrical panel - 1 no. b) At Inlet of sewage & Outlet of treated water magnetic flow meter with totalizer - 1 each c) pH meter - 1 no d) Level switches for auto operation of the system- I lot

11.24 ELECTRICAL INSTALLATION FOR ETP 11.24.1 Electrical panel: Supply, installation, testing & commissioning of Dust, damp and vermin proof, free floor standing factory built sheet steel enclosed nondrawout modular panel for sewage treatment plant, fabricated out of suitable sized square tubular section and covered with 2.0mm thick CRCA sheet, hinged doors of 2mm thick CRCA sheet, duly painted complete with earth bus, necessary metering protections & indications and mounted with the following including all inter connection cables etc. (Including earthing). (Indoor type) Switch gear for pumps & equipments indicated above and required for ETP shall be included in the panel. The agency shall provide 2 Nos. spares outgoings with MCB's of 16 Amps & 32 Amps. The agency shall submit shop drawing of SLD, fabrication details indicating all switch gears, bill of materials & makes of switch gears of panel before placing order of panel for approval.

Approval: Contractor to provide adequacy report consisting of inlet and outlet test reports, report/drawings as per pollution board requirement. Contractor shall include the cost of all chemicals consumed during testing and commissioning and the cost of such items of works, which are not explicitly mentioned above. All required statuary approvals shall be included in the rates.

Opertaion & Maintenance contract of ETP for a period of one year after completion of one year defect liability period after commissioning. All spares and replacement of any defective part shall be included in the contract.

MANDIR COMPLEX (FIRE FIGHTING WORKS) 1.0 FIRE HYDRANT SYSTEM Supplying, fixing, testing and commissioning of following valves,strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications. BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified 150 mm dia

100 mm dia

80 mm dia

NON - RETURN VALVE with duel plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating for chilled / hot water circulation including insulation as specified. 150 mm dia

Providing and fixing in position the industrial type Pressure Gauges with gun metal / brass valves complete as required

Above ground Piping: Supplying, installing and testing & commissioning above ground Mild Steel Pipe of Heavy class ERW of following sizes conforming to IS 1239 & IS 3589 with one coat of zinc Chromite primer & two coats of fire red enamel paint as per IS-5 Shade 536, etc. as per specifications. along with necessary fittings (elbows, tees, reducers,bends, u clambs, beam clambs and adoptor,anchor fastner, GI/MS rods, flats,nuts washers, threaded rod etc to complete the requirement) painted with enamel paint, pipes to be duly tested to 1.5 times of working pressure, in an approved manner as per given drawings, specifications and instruction of the engineer in charge. Fittings shall be SOCKET WELD TYPE upto 50 mm and butt weld type for 65 mm & above. 150 mm dia

100 mm dia

80 mm dia

Under Ground Piping : Supplying, installing and testing & commissioning MS Pipe of Heavy class ERW of following sizes conforming to IS 3589 with all accessories like fittings including tees,elbows,reducers,union,flanges, nuts bolts etc including excavation in all kinds of soil and refilling including bed preparation the trench all complete. Pipes to be laid underground in 1 mtr below from ground including concrete anchor blocks (thrust block) at all change in direction of pipeline and also near each joints complete as required as per approved layouts or as instructed by engineer in-charge. Pipes to be duly tested to 1.5 times of working pressure, in an approved manner as per given drawings ,specifications and instruction of the engineer in charge including protection of pipes by wrapping and coating with 4 mm thick tape as per IS:10221 complete as required as per approved layouts or as instructed by engineer incharge in line with the specifications. Fittings shall be SOCKET WELD TYPE upto 50 mm and butt weld type for 65 mm & above. 150 mm dia

Providing and fixing GM Single Headed Hydrant Valves with flanged inlet 63 mm female instantaneous outlet of ss complete with blank cap and chain IS:5290 marked.

Providing and fixing 63 mm dia 15m long EPDM lined fabric lined Hose including GM male and female instantaneous type coupling approved by fire authority, machine wound with copper wire complete in all respects. Hose shall conform to IS 636 TypeII and coupling.

Providing and fixing standard short size GM Branch Pipe with GM nozzle 20 mm dia outlet with standard instantaneoustype 63 mm dia coupling. (ISI marked).

Providing and fixing first aid fire Hose Reel drum wall mounting, swinging type fitted with 20 mm dia 30 m long high pressure hose to I.S. 5132 with 5 mm outlet GM nozzle with shut off valve (I.S. 884-1969). Name of Manufacturer should be embossed on the drum including 25mm dia MS 'C' class pipe tapping from main riser pipe. (Cost of 25mm dia MS 'C' class pipe shall be included in the rate).

Providing and making Drainage Provision for the risers with necessary 40 mm dia pipe, ball valve etc as required. Maximum length of pipe shall be 6 M. (For fire down comer)

Providing and fixing 6 mm thick stainless steel Orifice Flange 100 mm dia mm of orifice size as per table 32 & 33 of IS code 15105:2002 to restrict the pressure to 3.5 kg per sq cm at the point of branching off from Riser on lower floors.

Providing and fixing 25 mm dia screwed inlet forged brass Single Acting Air Valves connected with ball valve on inlet side at top of the Risers.

Providing and fixing door with frame for all internal fire hydrants fabricated from 16 gauge CRCA M.S. sheet double door including 2 nos allen key lock for locking along with padlock arrangement & fully glazed with 5 mm thick float glass approved by local Fire Authority, stove enameled fire red finish with " fire hose' written on front with radium strip suitable to house 15 mm long four length of canvas hose with couplings, one no of branch pipe, one fire mans axe and two numbers of portable extinguishers, first aid fire hose and supports for hoses, branch pipes, Axe and hose reel. as per approved design including necessary fixing arrangement for hoses & axe and branch pipe.).

Providing and fixing fire hose cabinet fabricated from 16 gauge M.S.sheet with locking arrangement and hanging arrangement for accessories painted "Fire Red" with Stove enameled paint "Fire Hose" written on front including suitable supports to place 900 mm above ground level properly anchored, approximately size 750x600x250 mm deep (to house two lengths of canvas hose with couplings, branch pipe with nozzle for external hydrants)

Providing and fixing standard Fireman's Axe with heavy insulated rubber handle.

Providing and fixing Four Way Fire Brigade Inlet to Hydrant outside the Building with Butterfly valve and non return valve complete in all respects. (Butterfly valve & Non return valve shall paid seperately). 150 mm dia

2.0 SPRINKLER SYSTEM Supplying, fixing, testing and commissioning of following valves,strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications. BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified 150 mm dia

80 mm dia

50 mm dia

NON - RETURN VALVE with duel plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating for chilled / hot water circulation including insulation as specified. 150 mm dia

Providing and fixing in position the industrial type Pressure Gauges with gun metal / brass valves complete as required

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2 x 2.5 sq. mm

Above ground Piping: Supplying, installing and testing & commissioning above ground Mild Steel Pipe of Heavy class ERW of following sizes conforming to IS 1239 & IS 3589 with one coat of zinc Chromite primer & two coats of fire red enamel paint as per IS-5 Shade 536, etc. as per specifications. along with necessary fittings (elbows, tees, reducers,bends, u clambs, beam clambs and adoptor,anchor fastner, GI/MS rods, flats,nuts washers, threaded rod etc to complete the requirement) painted with enamel paint, pipes to be duly tested to 1.5 times of working pressure, in an approved manner as per given drawings, specifications and instruction of the engineer in charge. Fittings shall be SOCKET WELD TYPE upto 50 mm and butt weld type for 65 mm & above. 25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

150 mm dia

Under Ground Piping : Supplying, installing and testing & commissioning MS Pipe of Heavy class ERW of following sizes conforming to IS 3589 with all accessories like fittings including tees,elbows,reducers,union,flanges, nuts bolts etc including excavation in all kinds of soil and refilling including bed preparation the trench all complete. Pipes to be laid underground in 1 mtr below from ground including concrete anchor blocks (thrust block) at all change in direction of pipeline and also near each joints complete as required as per approved layouts or as instructed by engineer in-charge. Pipes to be duly tested to 1.5 times of working pressure, in an approved manner as per given drawings ,specifications and instruction of the engineer in charge including protection of pipes by wrapping and coating with 4 mm thick tape as per IS:10221 complete as required as per approved layouts or as instructed by engineer incharge in line with the specifications. Fittings shall be SOCKET WELD TYPE upto 50 mm and butt weld type for 65 mm & above. 150 mm dia

2.6 Providing testing and commissioning of Installation Control Valve inclusive of : a) 150 mm dia Butterfly valve b) Alarm Valve with Water Motor Gong Pressure gauge and other miscellaneous Valves and fittings as required.

Providing and fixing full bore type flow switch suitable for minimum 60 lpm flow rate 150mm dia

Providing, fixing, testing & commissioning of Sprinkler heads (K-80) of the following type : Quick response Pendent Type normal throw sprinklers of 680 C temperature.

Quick response Upright Type normal throw sprinklers of 680 C temperature.

Quick response Side Wall sprinklers of 680 C temperature rating.

Providing and fixing SS Flexible Connection of 200 psi rating for sprinkler heads from branch lines complete with nipple and nut, SS flexible pipe, gasket & wing clamp etc. Flexible pipe shall be UL listed. 1.0m length

1.2m length

1.5m length

Providing and fixing 25 mm dia screwed inlet forged brass Single Acting Air Valves connected with ball valve on inlet side at top of the Risers.

Providing, fixing, testing and commissioning of main control fire alarm panel complete with indivisual indication for each zone with LED, Piezo Sounder and Acknowledge facility. For 6 zones panel

Providing & fixing 25 mm dia gunmetal inspecting & Testing Assembly with ball valve (3 nos.), gunmetal sight glass, bye pass valve & connected to drain line. (Cost of all valves & fittings shall be included in the rate).

Providing and fixing Four Way Fire Brigade Inlet to Hydrant outside the Building with Butterfly valve and non return valve complete in all respects. (Butterfly valve & Non return valve shall paid seperately). 150 mm dia

3.0HAND APPLIANCES Providing and fixing ABC powder stored pressure type Fire Extinguishers consisting of welded MS cylindrical body, squeeze lever discharge valve fitted with pressure indicating gauge internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, conforming to ISI finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. Capacity 6 kg. IS 13849

Providing and fixing Carbon-di-oxide Fire Extinguishers consisting of welded M.S cylinderical body,squeeze lever discharge valve fitted with internal dischargetube, 30cms long high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS : 934 finished externally with red enamel paint and fixed to wall with brackets with rawl plug/dash fasteners complete with internal charge. Capacity 4.5 kg. I.S.I. Marked.

Providing and fixing Mechanical Foam type (ISI marked) fire extinguishers consisting of welded M.S. cylindrical body squeeze lever discharge valve 30 cm long high pressure discharge hose, discharge nozzle suspension bracket ISI marked as per IS 933 finished externally with red enamel paint and fixed to wall with brackets complete with internal charger. 9 litres capacity (trolly mounted)

CEILING MOUNTED MODULAR TYPE FIRE EXTINGUISHER Providing and fixing of Modular Type Clean Agent (HFC 236) type fire extinguishers consisting of welded MS cylindrical body automatic actuated through a sprinkler head mounted on the extinguisher body finished externally with red enamel paint and fixed to ceiling with brackets complete with internal charge. 5 Kg. Capacity (Make Minimax/LifeGuard)

WALL MOUNTED/FLOOR MOUNTED FIRE EXTINGUISHER Providing and fixing Clean Agent (HFC 236) type fire extinguishers consisting of welded MS cylindrical body, squeeze lever discharge valve fitted with pressure indicating gauge internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, conforming to ISI finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. 6 Kg. Capacity (Make Minimax/LifeGuard)

Schedule-1 (HSR items) (L) Miniature Circuit Breaker and Isolator. Supply and erection of miniature circuit breaker / isolator 240 /415 V in the existing distribution board including making necessary connections. SP MCB of 9 KA breaking capacity 6 amp. to 32 amp.

SPN MCB of 9 KA breaking capacity 40 amp.

TP MCB of 9 KA breaking capacity 6 amp. to 32 amp.

TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp.

Supply and erection of double pole / Four pole Residual current circuit breaker ( RCCB / ELCB) suitable for operation on 240/415 V, 5 Hz. AC supply installed in existing sheet steel enclosure including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in Charge of the work. 25A / 240V DP ELCB with 100mA senstivity.

63A / 240V DP ELCB with 100mA senstivity.

25A / 415V 4P ELCB with 100mA senstivity.

40A / 415V 4P ELCB with 100mA senstivity.

63A / 415V 4P ELCB with 100mA senstivity.

(M) Supply and erection of Fittings and Accessories. Supply and erection of all type of ceiling fitting complete in all respect including cost of brass lamp holder, globe etc. without the cost of lamp.

Supply and erection of hexagonal M.S. box 1.60 mm thick having each side 8 cms , 7.5 cms deep top covered with M.S. lid by means of screws including 10 mm dia 30 cm long mild steel rod made into suitable suspension hook and erected in RCC slab for erection of fan , the bottom covered with 3 mm thick bakelite sheet with suitable holes , painting etc. complete with all labour and material required to complete the job. .

(O) Erection and carriage of fans.. Erection of ceiling fan complete with necessary earthing of fan and regulator including carriage from local railway station /goods transport /PWD store to the site of work.

Erection of exhaust fan complete with necessary earthing of fan and regulator including carriage from local railway station /goods transport /PWD store to the site of work.

Making suitable hole in the wall upto 450 mm sweep exhaust fan including finishing the same and fixing of wire mesh duly fixed with Deodar wood frame of section 40 mm x 25 mm thick.

Pdg. and fixing of required size of deodar wood frame of section 50 mm x 32 mm for fixing exhaust fan upto 450 mm sweep.

(P) Pipe Laying Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required. Heavy guage welded conduit pipe 20 mm dia 1.60 mm thickness flushed.

Heavy guage welded conduit pipe 25 mm dia 1.60 mm thickness flushed.

Heavy guage welded conduit pipe 20 mm dia 1.60 mm thickness on surface.

Heavy guage welded conduit pipe 25 mm dia 1.60 mm thickness on surface.

(Q) Earthing Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required.

Earthing with tinned copper earth plate 600 mm x 600 mm x 3 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) comlete as required.

Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode.

Pdg. and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required .

Pdg. and fixing 25 mm x 5 mm copper strip on surface or in recess for connections etc. as required with all labour and material.

Pdg. and fixing 25 mm x 5 mm G.I. Strip on surface or in recess for connections etc. as required with all labour and material.

Pdg. and fixing 4.00 mm dia G.I.wire on surface or in recess for loop earthing as required .

(b) Lightning conductor Galvanised iron Supply and erection of 60 cm. X 60 cm. X 6 mm thick galvanised Iron plate including nacessary bolts and nuts to G.I. tape .

Pdg. Standard watering tank including down pipe and C.I. cover with locking arrangement etc.

Supply and erection of 20 mm x 3 mm thick lightning conductor G.I. tape fixed with suitable G.I. stapples of same size.

Supply and erection of G.I. tape 32 mm x 6 mm thick from earth electrode directly in ground and surface , fixed with G.I. stapples of same size.

Supply and erection of 25 mm dia meter 1.5 metre long lightning G.I. tube rod tapered in to a point at the top with 16 cm. X 16 cm x 3 mm thick G.I. base plate and necessary nuts and bolts with washer.

Prioviding and fixing , testing joint made of 20mm x 3mm thick G.I. strips 125mm long with 4 Nos. G.I. bolts and nuits, check nuts with washer complete.

Supply and erection of under ground cable ,loose in existing pipe or trenches complete with necessary connections 2.5 Sq. mm 3 Core Unarmoured Cable.

4 Sq. mm 3 Core Unarmoured Cable.

6 Sq. mm 3 Core Unarmoured Cable.

10 Sq. mm 3 Core Unarmoured Cable.

16 Sq. mm 3 Core Unarmoured Cable.

4 Sq. mm 4 Core Unarmoured Cable.

6 Sq. mm 4 Core Unarmoured Cable.

10 Sq. mm 4 Core Unarmoured Cable.

16 Sq. mm 4 Core Unarmoured Cable.

Supply and erection of suitable compression type brass cable glands for underground Cable Upto 6 Sq mm cable 2 to 4 Core

10 Sq mm to 16 Sq mm cable 2 to 4 Core

(X) Miscellaneous . Supply of M.S.pipe (B-Class) for suspension rod of ceiling fan including threading if required. 15 mm dia.

Supply and erection of caution notice plate in three languages.

Supply and erection of shock restoration chart in glass frame

Supply and erection of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of the Engineer-in-charge of the work. 4 sqmm to 6 sqmm.

Supply and erection of cable route marker made of 50 cm long 10 mm dia M.S.rod welded / revitted at the top with 10 cm. Dia 5 mm thick G.I.plate inscribed with `cable' world on it , having a cross arm 30 cm. long of the same dia welded at the bottom , in existing trench 45 cm. below ground level .

Supply and erection of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. Size 1.5 sqmm (3 / 0.81mm).

Size 2.50 sqmm (3 / 1.05mm).

Size 4 sqmm (7 / 0.85mm).

Size 6 sqmm ( 7 / 1.05mm).

Supply and erection of double door sheet steel enclosures distribution boards suitable for MCBs and ELCBs etc. recessed in wall including bonding to earth with all labour and material requared complete the job in all respect upto the entire satisfaction of the Engineer-in Charge of the work. 8-way, SP & N (Horizontal)

12-way, SP & N (Horizontal)

4-way, TP & N (Horizontal) (8+12)

8-way, TP & N (Horizontal) (8+24)

12-way, TP & N (Vertical) (8+36)

Supply and erection of PVC conduit pipe ISI marked (Medium) recessed in wall / ceiling etc. including cost of PVC bends, inspection box and all other material required to complete the job in all respect to the entire satisfaction of Engineer-in-Charge of work. 25 mm dia

Supply and erection of copper lugs including crimping etc.upto the entire satisfaction of Engineer-in-Charge of work. 1.5 sqmm to 2.5 sqmm

4 sqmm to 6 sqmm

Supply and erection of sheet steel enclosure 3 / 4 pole for ELCB / MCB / MCCB fixed on wall or existing board etc. including bondig to earthcomplete in all respect up to the entire satisfaction of the Engineer-in-Charge of work

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect. 10 amp. 1 way switch

10 amp. 2 way switch

20 amp. switch

10 amp. socket

16 amp. socket

Bell push

Fan regulator

Call bell Ding-Dong ( Monitca )

Blinking Plate

Supply and erection of PVC pipe ISI marked (Medium) recessed in wall/ceiling etc including the cost of PVC bends inspecion boxes, iron hooks and cement concrete etc complete in all respect upto the entire satisfaction of engineer-in-charge of work PVC pipe of 32 mm dia

PVC pipe of 40 mm dia

Pdg. and fixing GI concealed sheet metal boxes inner and outer faceplate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material requiered to complete the job in all respect. 1 & 2 module

3 Modules

4 Modules

6 Modules

8 Modules

12 Modules

S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 Mtr. Below ground level including digging and refilling of earth including cost of suitable size socket / cuppler for HDPE pipe including cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer in charge of work. HDPE 63/50 mm outer dia / inner dia

HDPE 90/75 mm outer dia / inner dia

Supply & erection of cable tray made out of 2 mm thick galavanised perforated sheet steel including erection of the same on wall or ceiling with necessary fixture and other material required to complete the Job in all respect upto the Entire statisfaction of Engineer-in-Charge of the work. 50 x 300 mm

Suply & erection of factory manufactured cable tray cover made of the G.I. sheet complete with fastoner nuts bolts and in position including the petty material equired to complete the job in all respect upto the entire satisfaction of Engineer - in - Chage of the work. Suitable for 50 x 300 mm Note: All the Wiring / Conduting Shop Drawings has to be Prepared by Electrical Contractor for Consultant and Client Approval before doing any Site Work.

Schedule-2 (Non Schedule items) PVC Insulated copper wiring in recessed MS conduit. Wiring for light point/ fan point/ exhaust fan point/ call bell point and 5 amp. plug point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in recessed MS conduit with modular switch and socket, modular inner and outer plate, suitable GI box etc. with all labour, material, chasing, refelling of walls complete in all respect upto entire satisfaction of Engineer in Charge . Light Point & Exhaust fan Point Short Point

Medium Point .

Long Point .

Fan Point Point Short Point

Medium Point .

Long Point .

Twin control light point with 2 way 5 amp. single pole switch Short Point

Medium Point .

Long Point .

Call bell point including M.S box of size 180 mmX100 mmX 60 mm deep for Call bell Short Point

Medium Point .

Long point

3 pin 5 amp. plug point including earthing the 3rd. pin etc. Short point.

Medium point.

Long point.

3 pin 15 amp. plug point with 4 sq mm PVC insulated copper conductor cable including earthing the 3rd. pin etc. Short Point

Medium Point .

Long point

ESCALATOR Supplying, Installation, Testing & Commisioning of Inclination 35 digree 2 stops each of 0.5 Meter per second serving as per detailed specifications attached and as under complete with all the equipement and accessories. Make : OTIS / KONE / MITUSUBISHI / SCHINDLER Code/Standard - EN115 Step Width - 1000 Horizontal/Flat Steps - 2/2 Inclination - 35 Vertical Rises - 4750mm Main Power Supply- 3 × 415 V (-10% to +6%) at 50 Hz (±2 Hz), 240 V lighting supply Installation Environment - Outdoor Balustrade Type- Slim type balustrade -10mm thick clear Tempered Glass Balustrade Height - 1000mm Handrail Material- Synthetic rubber with nylon lining Handrail Color- Black Decking (Inner & Outer) - Stainless steel Skirting - Stainless steel with clear antifriction coating Skirt brush deflector- Skirt brush with holder Access / Landing Cover - Aluminium profile with stainless steel Step Type - One piece die cast aluminium Step Color- Silver Step Demarcation - Yellow painted lines at three sides Comb segment - Aluminium with yellow color Front Plate- Stainless steel Load deflection - Max 1:750 Truss structure - Hollow profiles, L-profiles and U-profiles Truss Finish - Hot dip galvanized Motor- 3-phase, 6-pole induction motor and F insulation with IP55 protection Gear Box- Worm gear Handrail Drive- Friction drive wheel via pressure rollers Bake- Operational brake Drive chain - Duplex drive chain Step Chain - Precision roller type, with heat-treated links Controller Type - Microprocessor based PCB Controller Cabinet - Steel Cabinet with IP 54 protection Operation Mode - Autostart and stand-by speed Cable Type- Halogen free insulation, Comb plate impact devices, Handrail inlet switches, Step sag switches, Broken step chain switches (chain tension control switches, Standard Safety deveics and Features for the EN115 Code- Mains supply isolator,Emergency stop buttons beside key switches, Stop switches within upper and lower maintenance pits, Handrail speed and breakage monitor, Access cover safety switches, Mechanical step band lock, Missing step detector, Brake lift monitoring switch, Broken drive chain device, Skirt switches, Anti climb barrier Safety Features -Skirt switches, Anti climb barrier, Step reverse fences, Handrail anti-static roller, Step anti-static brush, Phase failure Outside cladding - Stainless steel Lighting - Traffic light, Comb light, Skirt spot light Additional Features- Monitoring contacts, Buzzer alarm, Fire alarm relay, Wrong direction warning

ELEVATOR Supplying, Installation, Testing & Commisioning of 20 passanger (1360 Kg) Machine room less gearless Elevator having contract speed of 1.5 Meter per second serving different floors in the lift shaft as per detailed specifications attached and as under complete with all the equipement and accessories. Make :- Kone / Otis / Mitsubishi/ Schindler Designation of Lifts- Passenger Type and Capacity- 20 Passenger – 1360 Kgs Speed- 1.5 M/Sec Drive- V3F Location- of M/c Room Not Required Travel- 9.55m approx. Serving- Ground, 1 to 3rd Floor No. of Stops- 2 Required Well Size- 2400mm (W) x 2300 mm (D) / 2500mm (W) x 2800 (required) mm (D) Power Supply- 415 V Three Phase 50 Cycles Ac Auxiliary- Single Phase 220v 50 Cycles Ac Car size- 1700 mm (W) X 1800 mm (D) X 2200 mm {H} Pit Depth- 1800 mm Head Room- 5000 mm Car Enclosure: Car Ceiling- LED Ceiling. Lights with Fan. SS Hairline Finish. Car Panels- SS Vandal Proof Finish Panels. Car Flooring- PVC Flooring / Flooring by customer,20 mm recess shall be provided Car Illumination- LED Light No. of Entrance- One Location Front Car Entrance- Automatic Centre Opening Power Door in SS Vandal Proof Finish Door Safety- Full Height Infra Red Curtain Landing Entrance- Automatic Centre Opening Power Doors in SS Hairline Finish Clear Opening- 1100mm (W) X 2000mm (H) Control- Full Collective Simplex Indicators: Car- Display & Position Indicators Landing- Display & Position Indicators Handrail- 01 on rear side , Round Type in SS Hairline Finish. No. of COP -2

Item Deleted

Item Deleted

DISMANTLING OF BOARD ROOM & SECURITY OFFICE Dismantling Stone Spalls or Brickbats Filling b) Grouted with natural silt and clay

Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement i) 1st storey

ii) 2nd storey

iii) 3rd storey

iv) 4th storey

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required i) 1st storey

ii) 2nd storey

iii) 3rd storey

iv) 4th storey

Dismantling Roofing (g) Demolishing mud phaska in tile terracing

Removing door and windows (wooden and steel) together with the dismantling of walls:- a) Doors

b) Windows

Dismantling brick or flagged stone slab flooring including concrete base i) 1st storey

ii) 2nd storey

iii) 3rd storey

DISMANTLING OF CEO OFFICE Dismantling Stone Spalls or Brickbats Filling b) Grouted with natural silt and clay

Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement (i) 1st storey

ii) 2nd storey

iii) 3rd storey

iv) 4th storey

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required i) 1st storey

ii) 2nd storey

iii) 3rd storey

iv) 4th storey

Dismantling Roofing (g) Demolishing mud phaska in tile terracing

Removing door and windows (wooden and steel) together with the dismantling of walls:- a) Doors

b) Windows

Dismantling brick or flagged stone slab flooring including concrete base i) 1st storey

ii) 2nd storey

iii) 3rd storey

DISMANTLING OF DARBAR HAWAN HALL Dismantling Stone Spalls or Brickbats Filling b) Grouted with natural silt and clay

Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement i) 1st storey

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required i) 1st storey

Dismantling Roofing (g) Demolishing mud phaska in tile terracing

Removing door and windows (wooden and steel) together with the dismantling of walls:- a) Doors

b) Windows

Dismantling brick or flagged stone slab flooring including concrete base i) 1st storey

DISMANTLING OF MUNDAN HALL Dismantling Stone Spalls or Brickbats Filling b) Grouted with natural silt and clay

Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement i) 1st storey

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required i) 1st storey

Dismantling Roofing (g) Demolishing mud phaska in tile terracing

Removing door and windows (wooden and steel) together with the dismantling of walls:- a) Doors

b) Windows

Dismantling brick or flagged stone slab flooring including concrete base i) 1st storey

DISMANTLING OF POLICE CHOWKI Dismantling Stone Spalls or Brickbats Filling b) Grouted with natural silt and clay

Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement i) 1st storey

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required i) 1st storey

Dismantling Roofing (g) Demolishing mud phaska in tile terracing

Removing door and windows (wooden and steel) together with the dismantling of walls:- a) Doors

b) Windows

Dismantling brick or flagged stone slab flooring including concrete base i) 1st storey

DISMANTLING OF SATSANG BHAWAN Dismantling Stone Spalls or Brickbats Filling b) Grouted with natural silt and clay

Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement i) 1st storey

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required i) 1st storey

Dismantling Roofing (g) Demolishing mud phaska in tile terracing

Removing door and windows (wooden and steel) together with the dismantling of walls:- a) Doors

b) Windows

Dismantling brick or flagged stone slab flooring including concrete base i) 1st storey

DISMANTLING OF EXTERNAL DEVELOPMENT Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required

Dismantling brick or flagged stone slab flooring including concrete base

Dismentling Steel work upto a height of 5 metres in built up section in angles, tees, flats and channels including all gusset plates, bolts, nuts, beading etc. Including dismembering

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: GS Sheet

Dismantling Stone Spalls or Brickbats Filling b) Grouted with natural silt and clay

Dismantling brick work, Tile Masonry or Tile Lining and Tile Terracing b) In cement i) 1st storey

Dismantling concrete (c) cement Concrete plain 1:3:6

e) Reinforced cement concrete with cleaning and straightening and cutting of bars if required i) 1st storey

Dismantling Roofing (g) Demolishing mud phaska in tile terracing

Removing door and windows (wooden and steel) together with the dismantling of walls:- a) Doors

b) Windows

Dismantling brick or flagged stone slab flooring including concrete base i) 1st storey

Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-inCharge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately) (DSR 26.74) Concrete grade M-35 (Cement content 370 kgs) (DSR 26.74.1)

Extra for using M-50 (Cement content 425 kg) instead of M-35 (DSR 26.74.3)

Providing and laying Marble stone flooring 20 mm to 25 mm thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing (using marble stone slab size more than 0.38 sqm each) white Agaria marble (1st quality) (HSR 14.49)

Providing and fixing 40mm Thick Agraria White Marble Stone with CNC cut Jali with almost 50 % perforation using latest technology as per detail drawing includind dry cladding upto 3 metre heights with gang saw cut stone with (machine cut edges) of uniform colour and size , fixed to structural steel frame work/ Walls, and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant etc finish complate as per design approved by Engineer-in-Charge. (Cost of The steel frame work, stainless steel cramps and pins etc. is extra as approved by the architect.) (NSI)

Providing and fixing 40mm Thick Agraria White Marble Stone with CNC cut ingravig/carving with almost 50 % perforation using latest technology as per detail drawing includind dry cladding upto 3 metre heights with gang saw cut stone with (machine cut edges) of uniform colour and size , fixed to structural steel frame work/ Walls, and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant etc finish complate as per design approved by Engineer-in-Charge. (Cost of The steel frame work, stainless steel cramps and pins etc. is extra as approved by the architect.) (NSI)

Providing and fixing 40mm thick Agraria White Marble Stone dry cladding upto 2.4 metre heights with gang saw cut stone with (machine cut edges) of uniform colour and size , fixed to structural steel frame work/ Walls, and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant etc finish complate as per design approved by Engineer-in-Charge. (Cost of The steel frame work, stainless steel cramps and pins etc. is extra as approved by the architect.) (NSI

Providing and fixing 40mm thick Mandana Stone dry cladding upto 10 metre heights with gang saw cut stone with (machine cut edges) of uniform colour and size , fixed to structural steel frame work/ Walls, and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant etc finish complate as per design approved by Engineer-in-Charge. (Cost of The steel frame work, stainless steel cramps and pins etc. is extra as approved by the architect.) (NSI)

Providing and laying inlay work of mandana stone in white marble stone with perforation using latest technology as per detail drawing includind uniform colour and size , approved weather sealant etc finish complate as per design approved by Engineer-in-Charge. (Cost of white marble extra as approved by the architect.) (NSI)

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade (DSR 12.60) Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (DSR 12.60.1)

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting. (DSR 12.45) 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) (DSR 12.45.1)

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanized @ 120) grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mmcenter to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (DSR 12.58) 8mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. (DSR 12.58.1)

Providing and fixing Electronic lock Having 3 deadbolts & with operation possible by 360 degree fingerprint, RFID card/ tag, Password & mechanical override by key. (MR)

Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). (DSR 9.136)

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). (DSR 9.137)

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. (DSR 9.138)

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. (DSR 9.139)

Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including a coat of approved primer on one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-incharge (Frame work shall be paid for separately). (DSR 9.14) 12mm thick commercial ply conforming to IS : 1328 BWR type (DSR 9.14.1)

Providing and fixing 100 mm thick laminated sliding and folding door complete with all hardware and as per design and drawings SIZE 8000 X 16000 MM Door (NSI)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2.27)

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). (DSR 5.11.1)

Providing and applying crystalline mortar by mixing in the ratio of 4.5: 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. (DSR 22.25.1)

Providing and fixing bolts including nuts and washers complete. Note Bolt grade EN8. (Based on DSR 10.2)

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 600 mm dia piles (DSR 20.2.3)

Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. (DSR 20.9

Recovery items: Bidders have to quote rates for recovery items at least or more than reserve price. The rates quoted against recovery items will not be included in the total amount, rather it will be deducted while calculating financial statement of the agency. Dismantling of existing buildings free of cost and recovery shall be made from the agency for the dismantled material. Dismantled material will be the property of the agency. Malba of dismantled material will be removed/shifted from the site as per direction of Engineer-in-Charge free of cost No payment shall be made to the agency on this account. The reserve price is as under :- Rs.7205272/- Note: The bidder may see the details of buildings to be dismantled in the office EE CD Gurgaon & is also advised to visit the site. The reserve amount is minimum amount to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

Recovery items: Bidders have to quote rates for recovery items at least or more than reserve price. The rates quoted against recovery items will not be included in the total amount, rather it will be deducted while calculating financial statement of the agency. Dismantling of steel work upto a height of 5 metres in built up section in angles, tees, flats and channels including all gusset plates, bolts, nuts, beading etc. Including dismembering. Malba of dismantled material will be removed/shifted from the site as per direction of Engineer-in-Charge free of cost No payment shall be made to the agency on this account. The reserve price is as under :- Rs.1500/- per Qtl Note: The bidder may see the details of buildings to be dismantled in the office EE CD Gurgaon & is also advised to visit the site. The reserve amount is minimum amount to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

sns infracon pvt ltd

NANU RAM GOYAL AND CO

KBG ENGINEERS