PROVISION OF BOREWELLS AND ALLIED WORKS AT AF STN KUMBHIRGRAM

Amount

SCHEDULE 'A' PART- I (BUILDINGS) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART- II ( EARTHWORK AND EXCAVATION) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART- III (INTERNAL ELECTRIFICATION) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART- IV (INTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART- V (ROADS/FOOTPATH) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART- VI ( SEWAGE DISPOSAL) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART- VII ( EXTERNAL ELECTRIC SUPPLY) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART- VIII ( EXTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART -IX (MISCELLANIOUS ITEMS) Note:- This schedule is not pre-priced by MES.

INTERNAL ELECTRIFICATION S & F LED Lamp ADORE PLUS 10W B22, complete all as specified and directed.

Supply and fixing LED lights fitting 4 feet, 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed.

Supply and fixing LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection including street light GI pipe bracket of medium grade 40mm dia. ,1.5m long bend to required size and shape including two coat of aluminum paint over a coat of red oxide primer complete in all respect all as specified and directed.

M&L for earthing complete with galvanized steel earth plate electrode 600 mm X 600 mm X 6 mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below normal ground level with top edge of plate not less than 1.5 Mtr below normal ground level connected to galvanised earth lead wire 4.0 mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No-3 SSR Part -1 2009 connected to earthing test point including earth wire protection pipe of dia 15 mm (medium grage), excavation and earth work, disposal of surplus spoil, provn of RCC cover 50 mm thick, reinforced with 8mm dia TMT bars @100 mm /C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab and PCC (1:3:6) type C-1 concrete pit, funnel with watering pipe 20 mm bore (light grade) testing on completion complete all as specified and directed. [Note : (a) Proper earthing pit should be provided with pit cover. (b) Excavation/earthwork is deemed to be included in the quoted rate.]

INTERNAL WATER SUPPLY Supplying and fixing 15mm bore angle stop cock high pressure with capstan head long shank screwed down complete all as specified and directed.

SEWAGE DISPOSAL Supply, fix and installation of LLDPE septic tank of 2000 ltr capacity , of size 1.42m dia. x 1.73m height, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection with upflow filter including media etc. complete all as specified and as directed.

Provision of soakage well excavation in any type of soil, foundation in PCC 1:3:6 of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of masonary in CM , RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC of 1.6 Mtr dia x 3.00 Mtr effective depth as shown in drawing complete all as specified and as directed.

EXTERNAL ELECTRIC SUPPLY M&L for out door feeder piller box floor mounted type, weather and vermin proof Made out of 3.15mm thick MS sheet with canopy type roof, angle iron of size 40x40x6mm for frame of all sides and 4 Nos legs (leg shall be 30 cm above GL & 30cm below GL) and over all size 1.0x0.8x0.50 M, front operated , two part hinged doors with locking strinkable PVC sleeving having RYB-N colour drilling holes for connection of incoming and out going cable including all arrangement for fixing of MCB complete including painting with two coat of synthetic enamel paint over a coat of red oxide primer, testing and installation on PCC foundation , connection of cable with suitable aluinium lugs all as specified and directed. (a) Incoming : MCB TPN 32 Amps,415 Volt , 50 HZ with thermal and magnetic release-01 No with (i) cable terminal connector suitable for connecting LT UG cable with incoming of size 3.5 core 95 sqmm-01 No (b) Outgoing : MCB 25 AMps TP 415 Volts,50 Hz with thermal and magnetic release-01 no (c) MCB SPN 6-32 Amps -02 Nos (d) CT operated digital Multi function meter having function of Amp, Voltage and frequency - 01 No (e) LED type Indicating lamp (set of 3 ) - 01set (f) Necessary wiring including material

Supply & fix for 4 pole MCCB 63 amps 50 Hz 415 volt microprocessor based with rupturing capacity 25 KA complete all as specified in directed.

Material and labour for earthing complete with galvanised mild steel earth plate electrode 600 mm x 600 mm x 6.0mm thick burried directly in ground to a depth not less than 2.25 metres deep below ground level with top edge of earth plate not less than 1.5 metre below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all around the plate, using GI strip 25 x 4 mm as earth strip electrode bolted or rivetted to earth plate at one end and connected to equipment/ panel/ test point at another end, GI earth strip encased in and including 40 mm dia GI 'light grade' pipe from upper end of earth plate upto equipments, 20 dia bore GI pipe 'medium grade' as water pipe from earth chamber to upper edge of earth plate, test point , GI funnel with wire mesh fixed on water pipe and PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in pit chamber and RCC pit cover 50mm thick precast RCC 1:2:4 type B-1, duly reinforced with MS TMT bars 8mm dia @ 100 c/c both ways with 10mm dia MS round bar as in lifting handles including excavation, earth work including laying the GI pipe concealed in floor/wall all as described in electric plate No 3 of SSR Part I and testing on completion complete all as specified and directed.

Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machine including fixing of HDPE pipe of 150mm bore complete all as specified and directed. Note:- (HDPE Pipe will be measured and paid saperately)

Supply and fix double compression flame proof copper stain less steel gland for fixing armoured cable in panel of size 4 core 16 sq mm size complete all as specified and directed

Supply and fix double compression flame copper stain less steel gland for fixing armoured cable in panel of size 3.5 core 95 sq mm size complete all as specified and directed.

EXTERNAL WATER SUPPLY Survery of ground water by any state Government/Central Govt/ Governent approved agency for identification of suitable granules or acquifer to achieve good yield and potable water complete all as specified and direcled. Note:- The quoted rate deemed to be included the rate of geological survey including manpower and equipments and producing of final report with recommendations

Supply only strata sample wooden box (2nd class hard wood) with glazed shutter and pigeon holes for depth sample complete all as specified and directed.

Material and labour for providing and fixing well cap of CI/GI/MS suitable for 150mm dia (6") casing pipes borewells complete all as specified and directed.

Drilling of trial bore of 200mm and development of bore for 60 meter tube well below ground level by reverse rotary circulation method machine 200 mm bore size top to bottom by different cutters including all arrangement with appliances and excavation of pit for clay for circulation of water using bentonite or silty clay as per site of soil condition for settlement of bore hole for the depth upto 60 meter tube well below ground level from the top of the ground complete all as specified and directed.. (Note - (i) The quoted rate shall be deemed to be inclusive of the cost of drilling ,pumps and fittings. etc used in the process of drilling shall be provided by the contractor under his own arrengement for execution of the work. (ii) In case of non extraction of casing pipe due to failure of borewell the contractor will have no claim what so ever on this account)

Drilling of trial bore of 200mm and development of bore from 60 meter to 130 meter tube well below ground level by reverse rotary circulation method machine 200 mm bore size top to bottom by different cutters including all arrangement with appliances and excavation of pit for clay for circulation of water using bentonite or silty clay as per site of soil condition for settlement of bore hole for the depth from 60 meter to 130 meter tube well below ground level from the top of the ground complete all as specified and directed.. (Note - (i) The quoted rate shall be deemed to be inclusive of the cost of drilling ,pumps and fittings. etc used in the process of drilling shall be provided by the contractor under his own arrengement for execution of the work. (ii) In case of non extraction of casing pipe due to failure of borewell the contractor will have no claim what so ever on this account)

Drilling of trial bore of 200mm and development of bore from 130 meter to 200 meter tube well below ground level by reverse rotary circulation method machine 200 mm bore size top to bottom by different cutters including all arrangement with appliances and excavation of pit for clay for circulation of water using bentonite or silty clay as per site of soil condition for settlement of bore hole for the depth from 130 meter to 200 meter tube well below ground level from the top of the ground complete all as specified and directed.. (Note - (i) The quoted rate shall be deemed to be inclusive of the cost of drilling ,pumps and fittings. etc used in the process of drilling shall be provided by the contractor under his own arrengement for execution of the work. (ii) In case of non extraction of casing pipe due to failure of borewell the contractor will have no claim what so ever on this account)

Reaming of bore well from 200mm dia. to 525mm dia hole in three steps from 200mm to 350mm, 350mm to 450mm and 450mm to 525mm up to 60M depth below ground level from the top of the ground complete all as specified and directed.

Reaming of bore well from 200mm dia. to 525mm dia hole in three steps from 200mm to 350mm, 350mm to 450mm and 450mm to 525mm from 60M to 130M depth below ground level from the top of the ground complete all as specified and directed.

Reaming of bore well from 200mm dia. to 525mm dia hole in three steps from 200mm to 350mm, 350mm to 450mm and 450mm to 525mm from 130M to 200M depth below ground level from the top of the ground complete all as specified and directed.

Supply assembling including lowering and fixing liner assembly or strainer etc. in position (net effective length shall only be measured and paid) all as specified below in Item No. 32.00 and 33.00 :-

Material and labour for assembling and lowering of MS heavy duly ERW housing pipe 150 mm dia (6 inch) bore ISI marked IS 4270/ 2001, wall thickness 5.4 mm butt joint with heavy duty collar welded all around with 3 nos sliffners of fiat iron 40 x 6 mm , 300 mm long complele all as specified and directed.

Material and labour for assembling and loweing of MS heavy duty ERW slotted pipe 150 mm dia (6 inch) bore ISI marked IS 4270 / 2001 wall thickness 5.4 mm butt joint with heavy duly collar weldedd all around with 3 nos stiffners of flat iron 40 x 6 mm , 300 mm long complete all as specified and directed.

Supply and fix MS heavy duly ERW bail plug IS 4270/2001 Wall thickness 5.4 mm minimum 3 meter length 150 mm nominal bore complete all as specified and directed.

Supply and fixing MS clamps made out of MS flat iron 150 mm x12 mm of 1500 mm length with sultable size of Gl nut bolts and washers suitable for 150 mm dia. bore housing pipe including two coats of zinc chrome primer and one coat of bituminous paint complete all as specified and directed.

Supply and filling pea gravel of size 3 to 6 mm for packing around the housing/assembly, slotted pipe of the bore well complete all as specified and as directed. Note:- Pea gravel shall be paid as per stack measurment carried out on site.

Supply and fixing of 100 mm dia MS ERW pipe for pouring and packing of Pea gravel and to fix in PCC with clampcomplete all as specified and as directed.

Testing of water sample obtained from borewell from approved Govt lab for potability by doing chemical analysis as per norms of WHO/BIS and submission of test reports to Engineer-in-Charge complete all as specified and as directed.

Material and labour for mild steel iron clamp (two parts made out of mild steel flat iron 100 mm widthX 10 mm thick of approx 450 mm length and required size of MS nuts . bolts and washers and suitable for holding 80 mm bore column pipe complete all as specified and as directed.

Development of tube well with air compressor of capacity 150 psi /1000cum till sand/mud free water of potable qualily is obtained and to achieve minimum discharging capacity of 20000 LPH complete all as specified and as directed . (Note:- Compressor with accessories and fuel shall be arranged by the contractor and same is included in the unit quoted rate )

Yield testing of the tube well by suitable pump and motor for minimum discharge capaity of 20000 LPH for at least continuous 16 hour uninterrupted of run per day for three continuous days complete all as specified and directed. Note : 'V' notch and other equipment including pump set shall be arranged by the contractor and cost of same is to be included in the unit rate quoted)

Supply and lowering GI tubing heavy class as coloum pipe ISI marked 80 mm dia. socketed end complete all as specified and as directed. Note : Exact size and length will be desided as per strata availability .

Supply and laying 100mm bore ductile iron pipe excluding specials, Centrifugally cast (spun) Ductile iron pressure pipes with spigot & socket end Class K-9 conforming to IS-8329/2000 (latest revision) inside blast furnace cement mortar lining with portland cement properties suitable for (push on) tyton jointing with inside cement and outside black bitumen coating for spigot and socket end laid in trenches, including necessary tyton joints and jointing materials complete all as specified and directed. Note :- (i) Tyton joints and materials will be inclusive of quoted rate. (ii) Excavation, return filling and removing of excavated soil shall be measured and paid separately

Supply and laying 100mm bore ductile iron pipe excluding specials, Centrifugally cast (spun) Ductile iron pressure pipes with spigot & socket end Class K-7 conforming to IS-8329/2000 (latest revision) inside blast furnace cement mortar lining with portland cement properties suitable for (push on) tyton jointing with inside cement and outside black bitumen coating for spigot and socket end, laid in trenches, including necessary tyton joints and jointing materials complete all as specified and directed. Note :- (i) Tyton joints and materials will be inclusive of quoted rate. (ii) Excavation, return filling and removing of excavated soil shall be measured and paid separately

Supply and fix DI fitting for spigot socketed pipe, bends ( any type . radius and angle) tapers any type . (straight bend increasing, decreasing or double socket etc.) tee pieces single branch, Y junction, double branch , cross of size up to 150 mm dia complete all as specified and directed.

Supply and fix Cast Iron Air valves with single Air oullets, conforming to IS 14845 of size 100mm dia. bores and fixing up in Water supply mains of size 100mm dia. complete all as specified and directed.

Supply and fix strainer Y type conforming to IS, Size 100mm(4") dia. complete all as specified and directed.

Supplying, laying and testing PVC insulated and sheathed flat submersible cable with stranded copper conductor of size 3 core 6 Sqmm, 1100 volts grade including lugs and fixed in submersible pump set complete all as specified and as directed.

Supply and Installation commissioning and testing of Catalytic type of Iron remover plant 5000 gph complete, suitable for raw waler bring it to less than 0.3 mg/lt acceptable standard of potable water and testing chemical analysis of treated water from approved Govt laboralory, complete with face piping valves, filter and catalylic media, under bed plate system fitted with PVC Strainer, pressure gauge, manholes, air vent system, coagulant feeder, chlorine dosing unit, Air Compressor of suitable capacily for back wash complete all as specified and directed by Engr-in-charge. Technical specifications for Iron Removal Filter - 5,000 GPH / 22,000 LPH (a) IRON REMOVAL FILTER :- VERTICAL, SINGLE DECK AND MULTIGRADE (b) Shell IS: 2062 MS fabricated factory made - 1,800 mm dia X 1,500 mm SOH ( CAPACITY: 6,000 GPH ) (c) Thickness of Body, Dish end & bed plate - 06 mm x 08 mm x 10 mm (d) Frontal (face) pipe line - Will be fabricate from 80 mm ERW pipe ( medium ) (e) Valves in frontal pipe line - Butter Fiy valves flange less finish 80 mm - 05 NOs. (f) Fitter media ( sand & gravels ) - 95 cft (g) Mno2 compound ( calalytic media ) - 13 Cft

Item No. 51.00Contd... (h) Under bed plate system with strainer - Push Fit type PVC strainer - 250 nos (i) Pressure gauge - 02 nos - for raw water and filter water (j) OXIDATION CHAMBER - VERTICAL. SINGLE DECK (k) Shell IS: 2062 MS fabricated factory made - 500 mm dia X 1000 mm SOH (l) Thickness of Body, Dish end & bed plate - 6 mm x 8 mm x 8 mm (m) Mno2 compound - 8 Cft (n) Air Compressor - Fitted with 2 HP motor, Belt, Belt guard etc. - 01 nos., model SH - 08 (o) Chiorination system - Chlorine dosing pump model RC - 11 cap: 06 ltrs/04 kgs pr 1 04 kgs pr and dosing tank model: CDS - 100 fitted with Iid, level gauge, sludge deposition facity and SS - 316 agitator Note :- The quoted rate shall deemed to be including civil works which is required for installation of Plant.

Material and labour for chain pulley block of 1.0 ton capacty including suitable tripod for carrying out maintenenace of pumps and motors etc. complete all as specified and directed.

DG SET Supplying. installing, commissioning and testing complete of manufacturer of OEM (Original Eqpt Manufacturer) manufactured and tested static Silent Diesel Engine Driven Generating Set including inbuilt AMF panel capable of delivering 15 KVA, 415 volts (AC 3 Phase, 4 wire system of supply) 50 Hz at power factor 0.8 minimum. The DG set shall consist of a diesel engine coupled through flexible coupling to a matching alternator and mounted on Dunlop metallastik foundation pads on a common base frame and there after intalled in the CPCB approved acoustic enclosure (the complete set conforming to and test certified as per CPCB norms and as specified) all as specified complete with control panel standardised by manufacturer, flexible exhaust pipe complete including PCC foundation of suitable size as per manufacturer reccomendation for and shall comprise of the followings:- (a) ENGINE (PRIME MOVER):- Diesel Engine 1500 RPM of suitbale HP as recommended by manufacturer but not less than 20.5 BHP (at NTP) air cooled, Turbocharged aircooled, 1x 80 AH 12 Volts electric battery start, complete with fly wheel and all standard fittings/fixtures as per manufacturing practice including suitable engine control panel with tachometer, Iub oil temp & pressure gauge, water temp guage and frequency meter (digital type) including safety shutdown contents) ,and also including self starter, dynamo, fuel tank etc. and conforming to I.S. 10002 ISO 3046, BS-5514. The engine shall give electrical out put of 15KVA of 0.8 PF.

Item No. 54.00 Contd... (b) ALTERNATOR :- AC alternator, self excited, self regulated, self ventilated brushless design, conforming to BS 2613/IS 4722, 3 Phase, 415 V, 50 Hz, 4 wire system output 15 KVA PF 0.8 1500 RPM insulation class "H' enclosure IP23/TEFC complete with AVR with + 1% voltage regulation directly coupled to and match the above engine and capable for over load of 10% for one hr in 12 hr operation. (c) Dunlop Metallastick anti-vibration pads for mounting engine - alternator assembly on the base frame/plate. (d) BASE FRAME Made out of structural steel as per Manufacturer's recommended design/specefications. (e) ACCOUSTIC ENCLOSURE :- Provn of an integral type approved / certified acoustic enclosure as per CPCB norms for the DG sets restricted the noise level 75 db at one meter along and temp rise within canopy shall not exceed 5° to 7° Celsius. It shall be made of 16 SWG CRCA MS sheet with powder coated finish on outside and provided with non igniting fire retardant foam as accustic material. There shall be four hinged doors out of which one shall be with a glass window. The base frame shall be ISM section. It shall also include the followings:-

Item No. 54.00 Contd... (i) Silence absorption type, non-resistance, residential and exhaust pipe covered with asbestos rope lagging extending to about 2 mtrs outside the accoustic enclosures. (ii) Internal wiring with PVC copper conductor cables, IS 694 marked, FRLS in conduit and flourescent lamp fittings. (f) Battery 1 Nos 12 V x 80 AH DC charged/sealed maint free of suitable cap all inclusive of engine/alternator protective foundation with LCD display. (g) Control Panel (h) Foundation of DG set shall be as per Manufacturer's Recommendation (i) Emission of Exhaust as per Latest CPCB Norms II (j) CATALOGUES. Operation and Maintenance manual, spare parts list, overhauling manual - 03 Sets Note :- (i) All outgoing feeders shall be connected by cable through suitable size gland palte/glands. (ii) Consumption of FOL in testing inclusive of quotated rate.

Material and labour for earthing with copper earth plate electrode 600 x 600 x 3.15 mm thick burried directly in ground to a depth not less than 2.25 metres deep below ground level with top edge of earth plate not less than 1.5 metre below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all around the plate, using copper earth strip 20 x 3 mm as earth strip electrode bolted or rivetted to earth plate at one end and connected to equipment/ panel/ test point at another end, earth strip encased in and including 40 mm dia GI 'light grade' pipe from upper end of earth plate upto equipments, 20 dia bore GI pipe 'medium grade' as water pipe from earth chamber to upper edge of earth plate, test point , GI funnel with wire mesh fixed on water pipe and PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in pit chamber and RCC pit cover 50mm thick precast RCC 1:2:4 type B-1, duly reinforced with MS TMT bars 8mm dia @ 100 c/c both ways with 10mm dia MS round bar as in lifting handles including excavation, earth work including laying the GI pipe concealed in floor/wall all as described in electric plate No 3 of SSR Part I and testing on completion complete all as specified and directed.

Design, construction and erection of SMC/GRP panel Over Head water Tank 200 KL capacity with clear size of tank 10.00mx10.00mx2.00m made up of structural steel frame and GRP Panel of adequete thickness as per manufacturer's instruction as well as IS 14399 (Part 1 and 2) :1996, supported with steel staging of height 15m above GL with suitable structural steel, ISI marked with IS 2062 of Gde "A" including foundation work consisting of earthwork, steel reinforcement and RCC M-30 Gde, as per IS 14399 Part I & II 1996 and IS 4249:1967, ISO & BIS certificate complete all as specified and directed. Note :- (i) The rate quoted shall be deemed to include the cost of designing and vetting of design of SMC/GRP Panel water tank by IISC Bangalore/ IITs/ NITs. The design (showing full calculations and details) vetted by IISc Bangalore/ IITs/ NITs shall be submitted to the department as per time schedule given in Sch 'A' Notes. (ii) The rate quoted is deemed to include the cost for provision of necessary arrangement for fixing of light fittings. (iii) The Soil Investigation Report and Site Plan for the area is enclosed as Annexure I to BOQ.

PRIME COST SUM. The prime cost is to be used as directed by the Accepting Officer vide condition 1(v) and 5 of IAFW-2249. (a) Provide a prime cost of Rs. 1,36,000.00 for supply, lowering, fixing, commissioning and testing of 02 Nos of submersible pumping set in proposed borewells upto requisite depth, electrically driven 415 volts three phase AC, suitable capacity (capacity of pump and motor shall be based on availability of water at borewell and design shall be produced by the contractor before procurement ) having discharge capacity of 333 to 1350 Liters per minute at a head of 36 to 80 mtr ( Head and discharge shall be based on availability of water at borewell as per strata and design shall be produced by the contractor before procurement), 4 stage, delivery 80 mm dia. complele all as specified and directed. (b) The contractor is to quote the amount in the money column i.e. in Col 'M' adding his overhead and profit. The amount shall be adjusted proportionately to the sum actually expended against Prime Cost Sum. Note:- (i) Unit rate of this item includes the cost of T&P required for lowering pump set. (i) Submersibie cable shall be measured and paid separelely. (iii) Before lowering, pump and motor shall be couplled properly with nuts and bolls. (iv) Contractor shall pruduce test certificate of pump and motors. (v) Make of pump and motor shall be same . Notes :- (i) Item(s) covered under Prime Cost Sum shall be ordered as per condition 5 of IAFW-2249. (ii) Contractor shall quote amount adding over the amount of prime cost sum to cover his overhead and profit.

PRIME COST SUM. The prime cost is to be used as directed by the Accepting Officer vide condition 1(v) and 5 of IAFW-2249. (a) Provide a prime cost of Rs. 1,19,000.00 for supply only (Stand by) 02 Nos of submersible pumping sets to use in existing borewells upto requisite deplh, electrically driven 415 volts three phase AC (Design shall be Based on availability of water) having discharge capacity of 333 to 1350 Liters per minute at a head of 36 to 80 mtr ( Head and discharge shall be based on availability of water at borewell), 4 stage, delivery 50 mm dia complete all as specified and directed. (b)The contractor is to quote the amount in the money column i.e. in Col 'M' adding his overhead and profit. The amount shall be adjusted proportionately to the sum actually expended against Prime Cost Sum. Note:- (i) Submersible cable shall be measured and paid separetely. (ii) Contractor shall produce test certificate of pump and motors. (iii) Pump and motor shall be same make (iv) capacity of pump and motor shall be based on availability of water and cost come under prime cost. Notes :- (i) Item(s) covered under Prime Cost Sum shall be ordered as per condition 5 of IAFW-2249. (ii) Contractor shall quote amount adding over the amount of prime cost sum to cover his overhead and profit.

PRIME COST SUM The prime cost is to be used as directed by the Accepting Officer vide condition 1(v) and 5 of IAFW-2249. (a) Provide a prime cost of Rs. 29,750.00 for supply and fix 02 Nos of fully automatic star delta Submersible starter of suitable capacity (capacily of slarter shall be based on availabilty of water at borewell and design shall be produced by the conlractor before procurement of the item), 415Volt,. 50Hz, 3 Phase motor complete all as specified and as directed. (b) The contractor is to quote the amount in the money column i.e. in Col 'M' adding his overhead and profit. The amount shall be adjusted proportionately to the sum actually expended against Prime Cost Sum. Notes :- (i) Item(s) covered under Prime Cost Sum shall be ordered as per condition 5 of IAFW-2249. (ii) Contractor shall quote amount adding over the amount of prime cost sum to cover his overhead and profit.

FRIENDS CONSTRUCTION

M/s Raj Kumar Chopra