PROVN OF SARVA DHARMASTHAL (RELIGIOUS PLACE) AND TTP PLANT FOR SEWAGE TREATEMENT PLANT (STP) AT DHARAMPUR UNDER GE (I) CG PORBANDAR

Amount

Schedule 'A' B/R

(i) Consultancy services : Architectural design and drawing (Provision of Sarva Dharma sthal (Religious place) at CGRA Dharampur Porbandar ):- PLINTH AREA OF BUILDING = 50 Sqm (01 Building) (a) Preparation of architectural conceptual plan and elevations and working drawings for the above work along with marking of internal E/M (Electrification & Water Supply) and schedule of finishes as per the approval line plan given. (b) Complete set of architectural working drgs good for tender shall be submitted in the form of hard copy (01 Set) and soft copy on CD at the time of obtaining completion of the job. (c) All drgs shall be prepared on A2 size sheets unless found necessary to use larger sheet sizes. (d) Detail drgs of all features shall be prepared at min 1:50 scale and all other drgs shall be prepared at 1:00 scale except site plan which be prepared at scales appropriated to fit in A2 size paper. (ii) Consultancy services : Structural design and drawing:- (a) Preparation and submission of self-sufficient structural design and drawings including structural details, structural notes confirming to latest standards IS-456, IS-800, IS-816, IS-1893, IS-2062, IS-4326, IS-13920 and any other latest and relevant Indian Standard of the buildings as per the architectural drawings. The parameters for structural design are as under:- (b) Construction of Sarva Dharma sthal (Religious place) at CGRA Dharampur Porbandar with Permanent specifications with RCC framed structure/construction using M-30 Design Mix, complete including internal services.

PLINTH AREA OF BUILDING = 50.00 Sqm (01 Building) (a) The design shall include the followings parameters:- (i) Reinforcement steel shall CRS Fe-500D grade TMT bars. The grade of concrete shall be M-30 (Design Mix) for Building/Structure. (ii) Foundation shall be RCC isolated/combined footing/Raft/mat fdn as per requirement. (iii) Seismic Zone-IV. (iv) SBC (Tentative 20 T/Sqm at 1.5m depth for isolated footing. (v) The structure is single storey building above ground. Any other relevant details required shall be taken from GE (I) CG Porbandar. (b) Design and analysis to be done using STAAD & final output to be using RCDC software. Supply of Design calculations folders along with STAAD model and output file both in hard and soft copy (02 X CD) (each copy). (c) Supply of 01 set of original tracing hard copy (A1 Size on 100 micron laser film) pm Gateway/Nova Cad brand film paper along with a soft copy (02 X CD) in AutoCAD of Drawings, as directed. The design prepared by one Designer shall be checked by another Designer and both the persons shall sign the design calculations and drawings along with date. d) The supplier/bidder shall give free of cost clarification, if any, during acceptance at tender & complete execution period of the building.

(e) Any amendment required during execution shall be made by the Consultant and requisite copies of amendment sheets shall be submitted free of cost. (f) The Consultant/Designer shall discuss the preliminary design & Drawings before final Structural Design with GE (I) CG Porbandar. (g) The responsibility for the structural design & drawings prepared rests with the supplier. In case of any defect/damage detected in the designed structure during, its design life and the same is attributed to faulty drawing/design, the supplier will be liable for penalty of 10% of the total project cost. (h) Third party vetting/proof checking. The suppler shall be responsible for third party vetting/proof checking from Any Government Engineering Collage duly signed by authorized signatory Structural Designer on behalf of the institute and not from a professor/individual of the institute in his personal capacity. The third party vetting the Designs, Drawings shall also be liable for ensuring that the Designs & Drawings are in compliance as per the laid down standards, latest codes, regulations adherence to NBC norms and sound Engineering practices. The supplier/bidder is responsible for obtaining clarification from the vetting agency till the completion of project.

(j) A certificate that all details have be thoroughly checked and are in compliance to standards, codes, regulations in respect of safety, soundness and economy shall be obtained from the vetting agency. (k) The vetting agency will also be liable and answerable for any design deficiencies detected during design life of the building and may be called upon to address such issues if any. (l) On Preparation of the design folder and preliminary structural drawings, the bidder shall send this design team to make a detailed power point presentation of the structural design and drawings to GE (I) CG Porbandar and E-6 Section of GE(I) CG Porbandar. The date of presentation by the bidder's design team shall be decides in consulation with GE(I) CG Porbandar. (m) The final structural drawings duly vetted by authorities as mentioned in BOQ shall be submitted to GE (I) CG Porbandar by the supplier/bidders Design team for final approval and the bidder team should come prepared to make any corrections/amendments to the same if required in consultation with GE (I) CG Porbandar. (n) The supplier/bidder's design team shall have to visit GE (I) CG Porbandar at any time during the planning and execution of the work if required, an being intimated in writing by GE (I) CG Porbandar. (0) Nothing extra shall be payable for the above visits of bidder's design team to GE (I) CG Porbandar.

Excavating in trenches not exceeding 1.5 Metre wide & not exceeding 1.5 Metre wide and getting out soft/disintegrated rock, complete all as specified & directed by Engineer-in-Charge.

Excavating over area not exceeding 1.5 Metre deep and getting out soft/disintegrated rock, complete all as specified & directed by Engineer-in-Charge.

Surface Excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation and mass concrete, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Reinforced Cement Concrete M-30 (Design Mix) (20mm graded aggregate) in foundation, footing, foundation beams, plinth beams, base of columns, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Reinforced cement concrete M-30 (Design Mix) (20mm graded aggregate) Columns, pillars, piers, posts and struts, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Reinforced cement concrete M-30 (Design Mix) (20mm graded aggregate) in beams, cantilevers, bressummers, lintels over 1.5 m span, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for RCC M-30 (Design Mix) (using 20mm aggregate) for chajjas, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Reinforced Cement Concrete M-30 (Design Mix) (20mm graded aggregate) in slab supported on walls, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Formwork to flat sides with fair finish surface of concrete foundations, footings, bases of columns, raft and raft beams sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions with rough finish surface, complete all as specified & directed by Engineer-in-Charge.

Form work to soffits of suspended slabs such as roof slabs, floors slabs, landings and similar work not exceeding 200mm thick in sloping, complete all as specified & directed by Engineer-in-Charge.

Form work to sides and soffits of floor or roof beams, beam haunching, lintel etc., complete all as specified & directed by Engineer-in-Charge.

Formwork to chullah hoods, chajjas, troughs and similar items including edges as in rough finished surfaces of concrete, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Mild steel CRS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia or securing with clips, complete all as specified & directed by Engineer-in-Charge.

-ditto- all as per item No. above, but 6mm to 8mm dia. complete all as specified & directed by Engineer-in-Charge.

-ditto- all as per item No. above, but 5mm dia and over upto 10mm dia as in stirrups, spacers and binders, complete all as specified & directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm as in soft/disintegrated rock, complete all as specified & directed by Engineer-in-Charge.

Removal of excavated rocks exceeding 250 Metre but not exceeding 500 Metre and depositing where directed at level not exceeding 1.5 Metre above the starting point, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Porbandar stone masonry, well bonded, bedded and solidly hearted built in Cement Mortar 1:6, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for rendering 15mm thick, cement plaster, in cement mortar (1:4) mixed with integral water proofing compound as per manufactures instruction, on roof slab surfaces finished even and smooth without using extra cement, complete all as specified & directed by Engineer-in-Charge. Note:- Water proofing compound shall be measured and paid separately)

Material & Labour for providing APP based membrane course roof treatment in layers with following provisions:- (i) Applying one coat of bitumen's primer polymerized primer oil based coat, evenly @ 0.3KG/Sqm as priming coat to the prepared surfaces, till the surfaces is properly impregnated and the solvent oil in the base primer shall be allowed to evaporated completely. (ii) Applying APP based pre-fabricated with non woven polyester reinforced membrane stabilized with fibre glass strands and top with grey mineral slates 3mm thick and weight not less than 3.50 Kg/Sqm by torch application method. (iii) Applying a coat of solar reflective bituminous aluminium paint @ 0.10Kg/Sqm over mineral surface.

Material & Labour for rendering 10mm thick on fair face of brick work or concrete surfaces in Cement Mortar 1:6 finished even and smooth without using extra cement, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for rendering 15mm thick, cement plaster, in cement mortar (1:4) mixed with integral water proofing compound as per manufactures instruction, on fair faces of brick walls or concrete surfaces finished even and smooth without using extra cement in any height, complete all as specified & directed by Engineer-in-Charge. Note:- Water proofing compound shall be measured and paid separately.

Supply only water proofing compound (integral), complete all as specified & directed by Engineer-in-Charge.

Material & Labour for rendering 5mm thick cement plaster in cement mortar 1:3 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement on ceiling in any height, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15cm thick, spread, levelled and rammed including watering, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for broken stone or boulders Hard-core of gauge exceeding 63mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for 75mm thick Cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in plinth protection finished even and smooth without using extra cement, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for PCC 1:4:8 type D-2 using 40mm graded stone aggregate 75mm thick as in sub base, complete all as specified & directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/dense soil, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for Cement Concrete (Type B-1, 1:2:4) 20mm graded stone aggregate as in pillars, boundary pillars and posts (including caps and bases) walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing Galvanised iron Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, tubular, channel or flat sections), including distance piece, cleats etc fixing complete using Fe-410-W( Gde E-250) quality-A, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing Plates (plain or chequered), channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc complete using Fe-410-W (Gde E-250) quality-A, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5 cm and not exceeding 10 cm long with 5 to 10mm dia of neck, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing Pre-painted galvalume aluminium zinc coating GI based corrugated sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self-tapping screw, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of epoxy paint over a coat of red oxide primer etc., complete all as specified & directed by Engineer-in-Charge.

Material & Labour for PCC (1:2:4) type B-1 using 20mm graded aggregate as in floor of average 25mm thick including preparation of existing surface, complete all as specified & directed by Engineer-in-Charge.

Material & Labour Non-skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over screed bed or bedding layer of mortar 15mm thick with cement Mortar 1:6, complete all as specified & directed by Engineer-in-Charge.

Ditto as above but in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over backing coat of mortar 10mm with thick 1:4, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for coloured glazed ceramic tiles of size 450x300x7 mm thick in vertical surfaces such as skirting, dados and risers to steps etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over backing coat in 10mm thick with Cement Mortar 1:4, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for powder coated Aluminium Anodised frame for door, sliding windows & ventilators with one or more rebates including joining cleats for fixing etc. Rubber gasketting all-round the panels/ shutters to fix glass, PVC gasketting in all channels, (minimum thickness of powder coating 50 micron and anodizing thickness 15 microns), complete all as specified & directed by Engineer-in-Charge.

Material & Labour for powder coated Aluminium Anodised shutter for door, sliding windows & ventilators with one or more rebates including joining cleats for fixing etc. Rubber gasketting all-round the panels/ shutters to fix glass, PVC gasketting in all channels, (minimum thickness of powder coating 50 micron and anodizing thickness 15 microns), complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing 7mm thick aluminium grills of surrounded by aluminum 'C' channel and size of opening 75x75 mm, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for 18mm to 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over screed bed or bedding layer of 15 mm thick with Cement Mortar 1:6 etc., complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing vitreous chine wash hand basin flat back size 550x400 mm including brackets and cutting for and pinning in ends of brackets or erecting stand including waste CP coupling of PTMT and PVC waste pipe of 32mm diameter, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing bib taps cast copper alloy fancy type chromium plated screwed down screwed for iron pipes 15mm diameter, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing Pillar taps cast copper alloy with capstan heads, chromium plated fancy type scresed down high pressure, with or without lettered Hot or Cold with long screwed shanks and flynuts screwed for iron pipes 15mm dia., complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing of rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) hoisted and fixed in position of capacity 1000 Ltrs, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing 15mm dia 45 cm long PVC water connection with PTMT nuts and washers, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing Gun metal globe or gate valves of 20mm dia with iron wheel head screwed both ends for iron pipe and fixed, complete all as specified & directed by Engineer-in-Charge.

Supply & Fixing HDPE pipes or pressure rating 6kgf/sqcm of 40mm dia fixed/concealed on walls or floors, complete all as specified & directed by Engineer-in-Charge.

Supplying and laying of CPVC pipes of size 20mm outer dia SDR-11 & Plain CPVC SDR 11 fittings fixed complete to walls, ceilings or in floors, complete all as specified & directed by Engineer-in-Charge.

Supplying and laying of CPVC pipes of size 16mm outer dia SDR-11 & Plain CPVC SDR 11 fittings fixed complete to walls, ceilings or in floors, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for preparation of new plastered or un-plastered surfaces and applying two coats of oil bound distemper on wall over a coat of alkali resistant primer over two coat of wall care putty (water proof), complete all as specified & directed by Engineer-in-Charge.

Material & Labour for preparation of new plastered surfaces of ceiling and applying three coats of white wash, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for preparation of new plastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ltrs and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm all as per the manufacturer’s instructions, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for ATT treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with Cement Mortar 1:2 (1 Cement : 2 Coarse sand) to match the existing floors, complete all as specified & directed by Engineer-in-Charge.

Material & Labour for ATT along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 Litres per linear metre includinjg drilling and plugging holes etc., in apron., complete all as specified & directed by Engineer-in-Charge.

Demolition of concrete of any descripton and in any position not otherwise specifically provided, complete all as specified & directed by Engineer-in-Charge.

Schedule 'A' E/M

Material & Labour for Point wiring complete with 1.5 sqmm single core PVC insulated but unsheathed multistranded copper conductor FRLS cable 650/1100 Volts grade drawn through and including non metallic rigid PVC heavy duty concealed conduit (minimum 25mm dia external) but shall be increased as per actual site requirement in accordance with clause 19.125 of SSR part- I ISI marked with wall thickness not less than 1.8mm including conduit accessories like bends, tees, junction boxes etc fixed concealed/ recessed in wall or ceiling etc including 1.5 Sqmm PVC insulated but unsheathed multistranded copper conductor FRLS cable as earth continuity wire including modular type metal flush box with cover plate and frame of required module for mounting of modular switches, sockets, switch sockets, fan regulators with required modules all as specified etc.

One light point or one fan point controlled by one switch with cables 1.5 Sqmm size

One 3 pin socket outlet 5 amps on the same board with other switches, with cables 1.5 Sqmm size

One 5 Amp socket outlet, independent, with cables 1.5 Sqmm size

Material & Labour for Point wiring complete with 2.5 sqmm single core PVC insulated but unsheathed multistranded copper conductor FRLS cable 650/1100 Volts grade drawn through and including non metallic rigid PVC heavy duty concealed conduit (minimum 25mm dia external) but shall be increased as per actual site requirement in accordance with clause 19.125 of SSR part- I ISI marked with wall thickness not less than 1.8mm including conduit accessories like bends, tees, junction boxes etc fixed concealed/ recessed in wall or ceiling etc including 2.5 sqmm PVC insulated but unsheathed multistranded copper conductor FRLS cable as earth continuity wire including modular type metal flush box with cover plate and frame of required module for mounting of modular switches, sockets, switch sockets, fan regulators with required modules all as specified etc., Complete all as specified & directed by Engineer-in-Charge.

One 15 Amp socket outlet, independent, with cables 2.5 Sqmm size

Supply and Fixing modular type 6 Amp one-way SP switch, Complete all as specified & directed by Engineer-in-Charge. Make :- Legrand (Arteor)/ Schneider (Zencelo)/ Hager (Berker)

Supply and Fixing modular type 2/3 pin combined 6 Amp socket, Complete all as specified & directed by Engineer-in-Charge. Make :- Legrand (Arteor)/ Schneider (Zencelo)/ Hager (Berker)

Material & Labour for ceiling rose, 3-Ph/ PVC /polycarbonate, isolated body, Complete all as specified & directed by Engineer-in-Charge. Make :- Legrand (Arteor)/ Schneider (Zencelo)/ Hager (Berker)

Supply and Fixing modular type 16 Amp one-way SP switch, Complete all as specified & directed by Engineer-in-Charge. Make :- Legrand (Arteor)/ Schneider (Zencelo)/ Hager (Berker)

Supply and Fixing Socket 6Amp/16Amp - 2/3 pin combined 2 module, Complete all as specified & directed by Engineer-in-Charge. Make :- Legrand (Arteor)/ Schneider (Zencelo)/ Hager (Berker)

Supply and fixing of PVC Modular surface box, Complete all as specified & directed by Engineer-in-Charge. of following size:-

6 Module

12 Module

Supply and fixing of Modular cover plate with frame, Complete all as specified & directed by Engineer-in-Charge. of following size:-

6 Module

12 Module

Supply and Fixing MCB (DB) SPN 8 way double door 415 V made of sheet metal enclosure for MCB's as incomming and SPN/SP MCB as outgoing, Complete all as specified & directed by Engineer-in-Charge. Make: Hager / Legrand/ schneider

Supply and Fixing of MCB SPN pole 240 volt C curve 10 KA,ISI marked as per IS/IEC 60898-1 2002 of 6-32 Amps capacity IP 20, Complete all as specified & directed by Engineer-in-Charge.

Supply and Fixing of MCB SP 240 volt C curve 10 KA, ISI marked as per IS/IEC 60898-1 2002 of 6-32 Amps capacity IP 20, Complete all as specified & directed by Engineer-in-Charge.

Supply and Fixing of modular type 120 W step fan regulator of 2 module size, conforming to IS: 11037-1984, Complete all as specified & directed by Engineer-in-Charge.

Earthing complete with galvanised steel pipe electrode, 40mm bore, medium grade, 2.5 metres length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected with earthing lead of 4mm dia galvanised iron or steel wire all as shown in Plate No. 2 to the earthing test point all as specified and indicated including testing on completion, Complete all as specified & directed by Engineer-in-Charge.

Supply and Fixing 25 W surface / wall mounted LED security light, including electrical connection with 3 core flexibvle Cu conductor cable of appropriate size from ceiling rose to LED Fitting with luminaire mounting arm, Complete all as specified & directed by Engineer-in-Charge. Make : Wipro ( LR02-291-XXX-57-XX)/ Philips(BRP022 LED 20 CW MR S1 PSU GR)// Osram (STRADA PLUS CW L130x50) or equivelent make mentioned in Appendix 'B'.

Supply and Fixing 20 W surface / wall mounted LED batten, aluminium housing, operating Voltage 140-270, including electrical connection with 3 core flexibvle Cu conductor cable of appropriate size from ceiling rose to LED batten fitting, Complete all as specified & directed by Engineer-in-Charge. Make: Wipro (LL20-281-XXX-65AL1/ Philips (BN108C LED 20S PSU NW WH)/ Osram (LUXSMART LED BAT 22W 830) or equivelent make mentioned in Appendix 'B'.

Supply & fixing ceiling fans complete with accessories 220-240V, 50Hz, 1200mm sweep, Nominal Air delivery 215CMM, BEE 5 star rated, Complete all as specified & directed by Engineer-in-Charge. Make: Almonard/Havells/khaitan or equivelent make mentioned in Appendix 'B'.

Supply and Fixing exhaust Fan 300mm sweep, 230 V, 50 Hz, single phase, 1400 RPM, including frame, dust proof and water resistant, Complete all as specified & directed by Engineer-in-Charge.

Supply and Laying 3-layer PP-R Polyproplene random copolymer) pipes SDR 7.4 & SDR 11 UV stablised and antimicrobial welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polyproplene random fittings fixed complete to walls, ceilings or in floors etc., Complete all as specified & directed by Engineer-in-Charge. Of size:- 25mm bore

Supply and laying 3 layer (inner antimicrobial, outer UV stabilized) ISI marked, IS-15801, PP-R pipes SDR 7.4 (PN-16) and PP-R plain fittings in trenches/walls/cellings or laying in floors including all fittings, Complete all as specified & directed by Engineer-in-Charge. of sizes:- 50 mm bore

Supply and fixing PPR Gate Valves (Brass Insert) of 25mm bore, Complete all as specified & directed by Engineer-in-Charge. Of Size:-

25mm bore

50mm bore

Drilling and taping PPR pipe for branch connections of 20mm bore, Complete all as specified & directed by Engineer-in-Charge.

Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 Sqmm 3.5 Core, Complete all as specified & directed by Engineer-in-Charge.

Supply and laying double wall corrugated (DWC) high density polythene pipes having corrugation on the outer wall and plain surface on the inner wall confirming to ISI 14930 (Part I and II) for protection of underground cables of size 63mm outer dia with all fittings. laid in trenches / road/ nallah or fixed along wall. poles or laid under floor (including cutting floor/Road and making good to match with existing adjoining surface etc for cable protection, Complete all as specified & directed by Engineer-in-Charge. Note:- Excavation and earth work shall be measured and paid separately Make: Rex/Poly/Gemini

Removing excavated soil to a distance exceeding 50 Metre but not exceeding 100 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, Complete all as specified & directed by Engineer-in-Charge.

Supply, commissioning, installation and testing of Tertiary Treatment Plant of capacity of 10 Cum per Hr, Comprising of following:- (i) Filter Feed pump 1 hp -02 Nos. (ii) Primary Sand Filter -01 No. (iii) Activated Carbon Filter -01 No. (iv) Chlorine Dosing System -01 No. (v) Control Panel-01 No. (vi) Installation of TTP with material (vii) Piping connection between TTP items. (viii) Multi directional valve of suitable size -02 Nos Make:- Sintex/Thermax Limited / Optimus Enviropro Pvt Ltd / Nitasha Construction / Hydotech Paryavaran (India) Pvt Ltd or equivalent make as approved by GE. Only if the approval by E-in-C's Branch is renewed. (a) Multi Grade Filter:- Qty -01 No. Vessel-MOC : FRP Make : Pentair/ equivalent Pipe MOC : 50mm Size - (UPVC/PVC) Valve : Multi port valve Filter Media : Gravells/ Pebbles/ Core silex/ Fine Silex/ Sand Flow Rate : 10 Cum per hr

(b) Activated Carbon Filer :- Qty -01 No Vessel-MOC : FRP Make : Pentair/ equivalent Pipe MOC : 50mm Size - (UPVC/PVC) Valve : Multi port valve Media : Filter Media + Activated Carbon 1200 l/V Flow Rate : 10 Cum per hr (c) Feed Water Pump:- 1(W) + 1(S) :- Qty- 02 Nos Make : Kirloskar/ equivalent Inlet/ outlet : 50mm x 40mm Power : 2 HP (d) Hypochlorite Dosing System :- Qty - 01 No. Capacity : 0-6 LPH Make : Meter Pump/ Aster/ Asia LMI or equivalent make as approved by GE

Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors of size 50mm including all fittings such as male & female union, elbow, tee etc., Complete all as specified and directed by Engineer-in-Charge.

Supplying and laying of CPVC ball valve of size 50mm, Complete all as specified and directed by Engineer-in-Charge.

Supply, laying underground in trenches, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100V grade, cross-sectional area 16 Sqmm 4 Core, Complete all as specified and directed by Engineer-in-Charge.

SURAJ ENTERPRISE (BID ID -3498367)

SHREE KEDARNATH ENTERPRISE (BID ID -3504658)

Vijay Construction Co (BID ID -3498329)

OM ENTERPRISE (BID ID -3496620)

OM ENGINEERING (BID ID -3505022)

KRISHNA ENGINEERING (BID ID -3505073)