PROVN OF OTM ACCN AT SAUGOR UNDER GE SAUGOR

GENERAL SUMMARY

Provision of steel gate 8.00m wide in double leaf, including RCC (M-25) pillars, excavation and earth work, formwork, reinforcement bars, painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer, three coats of white wash over plastered surfaces of pillars complete all specified and shown on Drg No CEBZ/STD/104 of 2011.

Supply and installation for watering the following accessories:-

Lump sum price worked out by the contractor for BUILDING WORKS as listed in Schedule ‘A’ Part-I (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART- II (INTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’ Part- II (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-III (INTERNAL ELECTRIFICATION WORKS ) as listed in Schedule ‘A’ Part -III (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-IV (EXTERNAL ELECTRIC SUPPLY WORKS) as listed in Schedule ‘A’ Part-IV (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE 'A' PART-V (SEWAGE DISPOSAL WORKS) as listed in Schedule ‘A’ Part-V (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-VI (ROAD, PATH AND CULVERT WORKS) as listed in Schedule ‘A’ Part-VI (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE 'A' PART-VII (AREA DRAINAGE WORKS) as listed in Schedule ‘A’ Part-VII (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE 'A' PART- VIII (COMPOUND WALL, FENCING AND GATE WORKS) as listed in Schedule ‘A’ Part-VIII (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE 'A' PART-IX (RETAINING WALL WORKS) as listed in Schedule ‘A’ Part-IX (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-X (CONDUIT FOR TV & TELEPHONE WIRING WORKS) as listed in Schedule ‘A’ Part-X (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-XI (SOLAR ROOF TOP SYSTEM WORKS) as listed in Schedule ‘A’ Part-XI (Ref prepriced schedule attached seperately)

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-XII (EXTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’ Part-XII (Ref prepriced schedule attached seperately)

SCH 'A' Pt - XV (MISCELLANEOUS ITEMS)

Ext Electric Supply NOTE:- For items of Ext Electric Supply notes given at the beginning of Sch ‘A’ Part-IV ( Ext Electric Supply) shall also be applicable.

Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART – XIV ( DEMOLITION / DISMANTLING WORKS) as listed in Schedule ‘A’ Part- XIV (Ref prepriced schedule attached seperately)

S&F tubes galvanised 40mm bore light grade ISI Marked bent to shape of bracket 1.2 mtr in length for mounting of street light fitting and fixed to pole with clamps and nut bolt and washer with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Taking down old existing transformer and shifting into MES substation yard complete all as specified and directed.

SEWAGE DISPOSAL NOTE:- For items of Sewage Disposal notes given at the beginning of Sch ‘A’ Part-V ( Sewage Disposal) shall also be applicable.

Preparation & levelling

Construction of RCC septic tank designed to carry sewage and sludge water including excavation and earth work in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab, baffle walls and roof slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 150 users (CONVENTIONAL pattern) complete all as specified and directed.

Construction RCC septic tank designed to carry sewage and sludge water including excavation and earth work in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab, baffle walls and roof slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users (CONVENTIONAL pattern) complete all as specified and directed.

Construction RCC septic tank designed to carry sewage and sludge water including excavation and earth work in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab, baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 users (CONVENTIONAL pattern) complete all as specified and directed.

Construction of soakage wells including excavation and earth work in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 Design Mix concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slab in M25/SFRC cover, inter-connecting pipes of RCC/DWC complete filled with brick bats 2.40m x 3.00m effective depth complete all as specified and shown on drawing No TD No CEBZ/TD/78/2011.

COMPOUND WALL, FENCING AND GATE WORKS NOTE:- For items of COMPOUND WALL, FENCING AND GATE WORKS notes given at the beginning of Sch ‘A’ Part-VIII ( COMPOUND WALL, FENCING AND GATE WORKS) shall also be applicable.

of ground for lawn carpert grass and plants complete all as specified and directed.

S&F HDPE double wall corrugated sewage pipe 150mm internal bore SN-8 ISI Mark as per IS: 6908 Part II 2013 laid in trenches joined and tested as per manufacturer's instructions complete all as specified and directed.

(CONDUIT FOR TV & TELEPHONE WIRING WORKS) NOTE:- For items of CONDUIT FOR TV & TELEPHONE WIRING WORKS notes given at the beginning of Sch ‘A’ Part-X ( CONDUIT FOR TV & TELEPHONE WIRING WORKS) shall also be applicable.

S&F RJ 11 telephone socket with shutter, 1 module including modular cover plate, metal flush box (16 gauge) concealed in wall/roof complete all as specified and directed.

S&F RJ 45 computer jack with cat no 6 socket, 1 module including modular cover plate, metal flush box (16 gauge) concealled in wall/roof complete all as specified and directed.

SOLAR ROOF TOP SYSTEM)WORKS NOTE:- For items of SOLAR ROOF TOP SYSTEM)WORKS notes given at the beginning of Sch ‘A’ Part-XI ( SOLAR ROOF TOP SYSTEM)WORKS) shall also be applicable.

Design, supply, installation, testing and commissioning of ON Grid connected roof top solar generation system of capacity not less than 55 KWp AC capacity all as specified in PS and directed as per PS clause and specification as follows (for (For Adm Bldg):- (A) Supply, Installation, testing and commissioning of not less than 55 KWp SPV system comprising of latest specification DCR solar photo voltic modules/array of high efficiency made of mono crystalline silicon solar PV cells with supply and fix of terminal box on the module having provision for opening & replacing the cable etc.as per IEC. The general features of PV modules shall be as given below :- a) The module shell be made up mono crystalline silicon cells. b) The interconnected cells shall be laminated in vacuum to withstand adverse environmental conditions. c) The module frame is made of corrosion resistant materials, preferably having aluminium anodized finish. d) The minimum clearance between the lower edge of the modules & the developed ground level shall be 300 mm. e) Surge arresting devices to be provided at junction box and module shall be provided with bypass diode. f) The SPV module must be IEC 61215, IEC 61730 part I & part II, IEC 61701 certified from any of the accredited certifying agencies.

g) Each solar PV module must be warranted by manufacturer at least 90% rated power at the end of 10 years & 80% at the end of 25 years. Note: Qty of PV module shall be decided as per OEM recommendation, design and layout drawing submitted to department duly approved by GE.

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

Supply & fix junction box single pole and neutral enclosure compression gland 2 with connector and clamp for pole mounting with two nos of nut bolt and washers and socket complete of size not less than 12 " x 10" x4" complete all as specified and directed. Make : Sintex/ Hensel

(K) Protection:- The system shall be provided with all necessary protection like earthing, lightening & surge protection as per relevant standard. (L) Performance testing:- Ratio between the theoretical energy outputs of the SPV plant is termed as performance ratio and is measured in accordance with IEC 61724. Based on prevailing climatic and temperature conditions in India, a performance ratio of 75% is expected for crystalline modules. (M) Other Misc items:- As per requirement given by OEM and approved by GE to be provided. (N) Earthing:_ As per MNRE specifications to be provided. (O) Lightening protection:- As per MNRE specifications to be provided. (P) Installation, Testing & Commissioning:- As per safety norms of SERC/CEA to be provided. (Q) O&M and Warranty:- 5 years from the date of commissioning to be provided.

(B) Module Mounting Structure (MMS) :- Supply & fixing of the anti-corrosive factory made Gl structure on the RCC Roof for fixing of PV modules by fixing of suitable size fastner, spring washer, nuts & bolt. The minimum thickness of galvanization & mounting steel structure shall be as per IS 47592 & IS 2061-1992 respectively withstand the wind load of 180 Km/hr. as per IS 875. The array structure shall be fixed properly using maintenance free earthing kit. Note:- (i)The total load for roof top SPV should be less than 60 Kg/m2. (ii) The design of module mounting structure complying load withstand as per relevant IS alongwith fixing arrangement on roof shall be submitted by the contractor duly vetted from IIT/NIT/Govt Engg college for approval by GE. (iii) The material shall be corrosion resistant and electrolyticaly compatible with material used in module frame.

(iv)The fasteners should be of stainless steel and should allow easy replacement of any module. (v) The minimum clearance of the structure from the roof level should be 300 mm.

Note :- (i) Makes of panel provided shall be as per MNRE specification/ standard and registered in ALMM. (ii) 5% spare qty of modules shall be provided by the contractor for repair / replacement purpose. (iii) Addln module shall be provided / installed by the contractor to meet specified power output incase if the same not achived during testing and commissioning without any extra cost. (iv) Each PV module used in any solar power project must use a RF identification tag. The following information must be mentioned in the RFID used on each module:- (v) Name of the manufacturer of PV Module (vi) Name of the Manufacturer of Solar cells (vii) Month and year of the manufacture for solar cells and the module (viii) Country of origin (Make in INDIA only) (ix) I-Vcurve for the module (x) Wattage, Im, Vm and FF for the module (xi) Unique Serial No and Model No of the module (xii) Date and year of obtaining IEC PV module qualification certificate (xiii) Name of the test lab issuing EC certificate (xiv) Other relevant information on traceability of solar cells & module.

Supply and fixing heavy duty self priming monoblock pump for cleaning of Solar Panel through pressure and fitted on mild steel base plate, having discharge of 638 gallon/hour at a pressure head of 15-42m complete with standard accessories including 1-HP, single phse, 220V rating electric motor complete with DOL starter of suitable rating complete all as specified and directed.

Supply, laying, connecting, jointing and testing Centrifugally cast (spun ) 150mm dia ductile iron pressure pipe ISI Marked conforming to IS-8329-2000 ( Reaffirmed -2005 Edition 4.1 ) of following size with socket spigot ends, suitable for "Push on Joints ( Tyton Joint )" each standard working lengths supplied with rubber gaskets duly ISI marked for water supply, Class K-9 with socket with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside the pipe with out polythylene sleeves but including "Push on Joint" supplied with ISI Marked EPDM rubber gasket conforming to IS-5382-1985 ( reaffirmed-2003 ) laid in trenches complete all as specified and directed

EXT WATER SUPPLY WORKS NOTE:- For items of EXT WATER SUPPLY WORKS notes given at the beginning of Sch ‘A’ Part-XII (EXT WATER SUPPLY WORKS) shall also be applicable.

Supply and fix flexible, anti-twist, weather resistant, UV resistant thick water hose PVC pipe of size 15mm nominal dia for optimal water flow with leak proof tap adapter compatible with delivery pipe of mono-block pump (as specified in above item) with suitable reducer/enlarger with clamp for cleaning and washing of solar panels complete all as specified and directed. Note :- Make or quality as approved by GE.

Supply and fix adjustable type water spray gun compatible with PVC hose size of 15mm nominal dia, built of high quality brass material, durable and rust-proof, solid brass structure to ensure quick connection and with durable accessories, can withstand upto PSI water pressure, and without any leakage of water complete all as specified and directed. Note :- Make or quality as approved by GE.

Supply, laying, connecting, jointing and testing centrifugally cast ( Spun ) 80mm dia Ductile iron Pressure pipe ISI Marked confirming to IS-8329-2000 ( Reaffirmed -2005 Edition 4.1 ) of following size with socket spigot ends, suitable for "Push on Joints (Tyton Joint )" each standard working lengths supplied with rubber gaskets duly ISI marked for water supply, Class K-9 with socket with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside the pipe with out polythylene sleeves but including "Push on Joint" supplied with ISI Marked EPDM rubber gasket conforming to IS-5382-1985 ( reaffirmed-2003 ) laid in trenches complete all as specified and directed.

M&L for bends (any type, radius and angle) tapers and y type, (straight, bends increasing, decreasing or double socket etc.( Tee pieces single branch, 'Y' junction, double branch, cross (all socketed or socket and spigot) collars caps and plugs complete all as specified and directed.

M&L for construction of brick masonry valve pit chamber of size 900 x 900 x 600mm including necessory earth work, PCC, copping, plastering on internal surface of valve pit. Framed work for the valve pit chamber cover made of MS sheet 3mm thick confirming to Fe410-o and Fe 310-o, angle of size 40 x 40 x 5mm including welding, cutting, hinges locking arrangement complete and applying two coats synthetic enamel paint over a coat of red oxide primer on the valve pit cover complete all specified and directed

S&F 300mm dia sluice valve CI body ISI marked class PN 1.6 heavy duty flanged ends cast iron wheel with brass spindle (ISI marked) conforming to IS:14786-2000, short body all as specified including nuts, bolt, washers and gasket complete all as specified and directed

SCHEDULE ‘A’ PART – XV ( DEMOLITION / DISMANTLING WORKS)

Taking down main switch, DB box including MCB's of capacity complete all as specified and directed.

Taking down services connection including disconnecting from pole DG/main switch complete all as specified and directed.

SCHEDULE 'A' PART - XIII (ARBORICULTURE WORKS)

Supply and planting of lawn carpet for landscaping including watering of carpet and wherever necessary & also replacing the dead plant/sampling & its regular watering & maintanance till completion of two years maintanance period including spraying fungicides as and when required complete all as specified and directed

Bottle Palm

Fish Tail Palm

Fox Tail Palm

Gulmohar

Bougainvillea

Ashoka Tree

Golden Shower

Jacaranda

Rain Tree

Heges ( 0.50 feet height)

Musanda

Agave

Crape mytale

M&L for construction of brick masonry valve pit chamber of size 1200 x 1200 x1000mm including necessory earth work, PCC, copping plastering on internal surfaces of valve pit. Framed work for the valve pit chamber cover made of MS sheet 3mm thick conforming to Fe410-o and Fe 310-o, angle of size 40 x 40 x 5mm including welding, cutting, hinges locking arrangement complete and applying two coats synthetic enamel paint over a coat of red oxide primer on the valve pit cover complete all specified and directed.

Provision of steel gate 5.50m wide in double leaf, including RCC (M-25) pillars, excavation and earth work, formwork, reinforcement bars, painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer, three coats of white wash over plastered surfaces of pillars complete all specified and shown on Drg No CEBZ/STD/104 of 2011.

Pump & Pump Accessories

Filter

Valve

Pressure gauge

Air Valve

Fartigation Unit

Sprinkler

Unioun

Sadal

Pipe 2 inche including fittings

Pipe 1.5 inche & fittigs

Drip laternal tube

Micro connector

Wire and other control system

Pipe attachment and fittings

Cost of trannsportation & installation of Trees

Cost of installation and maintanace (2 years after completion) of drip irrigation and connected to main water supply etc complete all as specified and directed.

Maintanance of all plants, shrubs, lawn grass, etc for a period of 02 years after certified comletion of subject work by employing skilled gardners any number as required on site per day to ensure healing up, keep of watering plants, pour manure, carying out periodic tilling and use pestisides, cutting grass and removing unwanted grass & plants at work site complete all as specified and directed.

Supply and planting of following species of well grown (4 to 5 feet height) trees sampling with good roots including excavating a pit of size 2 feet x 2 feet x 2 feet in any type of soil & fill with the pit with Jaivik manure & suitable earth, including watering & spraying pestisides, fungisides etc. tying with aproximate 6 feet bamboo for supporting the plant wherever necessary & also replacing the dead plant/ sampling & its regular watering & maintanance till completion of two years maintanance period including spraying fungicides as and when required complete all as specified and directed.