Re-drilling/Improvement of 9 No. Tube Well in Nurpur area (Now Fatehpur) (C/o Tube Well Kher-II) in Tehsil Fatehpur District Kangra HP

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing, laying cement concrete 1:6:12(1cement:6sand)12graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

R.R. masonery/polygonal rubble masonery (uncoursed/brought to course) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 Cement : 6 graded stone agregate 20 mm nominal size ) at plinth level in cement mortar ( 1:6) 1Cement : 6 Sand)

Providing, laying damp proof course 38mm thick with cement concrete 1:2:4(1cement:2sand:4graded stone agg., 12.5mm nominal size)& curing complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Applying a coat of hot bitumen(mexphalt 80/100mm or equivalent using 1.70 kg/sqm.,. On demp proof course after cleaning the surface with a piece of cloth lightly socked in kerosene oil complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

2nd class brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts.

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and li

Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc., with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for insitu-reinforced concrete & plain concrete work in:

Flat surfaces such as soffits of suspended floors, roofs, landing and the line floor etc upto 200mm thickness complete in all respect within all eads and lifts as per direction of Engineer-in-charge.

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor.

In vertical surfaces such as (walls any thickness) partitions and the like including attached pilasters, buttresses, plinth and string course and the like within all leads and lifts as per the satisfaction of Engineer-in-charge.

Providing and laying cement concrete work 1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

In foundation and plinth i/c entire carrige of material complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

In walls (any thickness) but not less than 0.10 mtr., thickness attached pillasters, buttresses, plinth and string courses etc from top of foundation level upto any floor level i/c entire carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level i/c all leads and lifts.

P/F Chequrred terozo tiles 20mm thick with marble chips of specified size laid in Skirting ,risers of steps,not exceeding 30 cm in ht. on 10mm 1:3 jointed with neat cement sulary mixed with pigment to match the shade of tiles (where regd.)i/c rubbing and

20mm thick cement plaster in single coat rough side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

6mm thick cement plaster to ceiling in cement mortar 1:3 (1cement:4sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing plinth protection 50mm thick cement concrete 1:3:6(1cement:3asand:6graded stone agg., 20mm nominal size) including finishing the top surface concrete smooth complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Applying two coats of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt,dust and other foreign matater complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Applying priming coat over new wood & wood based surface after and including repairing the surface by thoroughly cleaning oil grease dirt & other foreign matter & papering & knotting ready mixed paint brushing wood primer pink complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Painting two coats(excluding priming coat) on new wood and wood surface with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust & other foreign matter sand papering and stopping with paint other than white complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

White washing with lime on underocated surfaces (two coats) to give an even shade including thoroughly bromming the surface to remove all dirt, dust mortar dirt and other foreign matter complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacturer and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt, dust and remains of loose powders material within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing MS fan clamps type-I of 16mm dia MS barbent to shape with hooked ends in RCC slab during laying including painting the exposed position of loop, all as per standard design complete within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 40x3mm flat iron hold fast 40cm long including fixing to frames with 10mm dia meter bolts, nuts & wooden plug and emedded in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone agg., 20mm nominal size) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete

(a) Sliding door bolts 250x16mm.

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

(b-ii) M.S. tower bolts (Barrel type) leads and lifts. 150x10mm.

(c-i) M.S. handles 100 mm dia

Providing and fixing of MS round bars (16 mm) in windows and ventilators complete in all respect within all leads and lifts as per the direction of Engineer-in-charge..

Stone/Boulder filling under floors/behind retaining walls complete in all respect within all leads and lifts as per the direction of Engineer-in-charge..

Providing, laying cement concrete 1:5:10(1cement:5sand:10graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying cement concrete 1:4:8(1cement:4sand:8graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Steel work welded in built up section trusses and frames work i.e. cutting, hoisting fixing in position applying a priming coat of red lead paint in joints handles and angles tees flates with connection plates of angle sheets in main and cross cleats hip and jack rafter purline connected to common rafter and the like within all leads and lifts and as per the satisfaction of E-in-charge.

Excavation in drains and channel etc.in all classification of soil suchas pick work, jumper work ,blasting hard and soft rock or chiseling including saturated soil ,bailing or pumping out water ,chiseling where blasting is probihited , shoring ,dewatering ,struting ,planking, timbering where ever required as directed with in all leads and lifts including restoration of metalled/un mettalled paved surface to its original condition including providing diversion for traffic night signal, fixing caution board crossing over access to houses ,fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-charge..

Providing & fixing PVC water stop seal of required size etc 4 mm to 6mm thick 150 mm vide, complete in all respect.

Providing & fixing bitumen fiber board, complete in all respect.

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

P/F of fencing pannel of size 1.20x1.80m of Jali 25x25mm welded to MS black tube of 32mm dia of 14 gauge thick with MS flats 20x3mm including cutting welding painting with red oxide paint including hold fast of size 32x5mm flat complete in all respect the jali of 25x25mm should be fixed in 1.20x1.20 the work should be exeucted as per the direction of Engineer-in-charge.

Laying, Jointing & Testing of HDPE (High Density Polythene Pipe) of following dia & class PE- 80 PN 4.0 confirming to IS: 4984-1995 with fusion welding process including all necessary fittings & bends (earth work to be paid for separately) within all leads and lifts complete in all respect as per the satisfaction of the Engineer-in-charge.

180 mm dia

200 mm dia

250 mm dia

Providing and fixing cast iron alfa valve various dia of reputed make in oulet chamber to control the water for distribution system complete in all respect as per the entire satisfaction of Engineer in Charge.

200 mm dia

250 mm dia

Supply of submerssible puming set of KSB/Kirloskar/Lubi/Sabar/Calama/ SU/Crompton /Johnston/ Worthington/ BS make confirming to BIS:8034-1974/5660-1970 (latest) suitable for lifting clear, cold & fresh water fitted with bronze impellers or suitable allow directly coupled to squirrel cage electric induction motor of same make as that of pump confirming to BIS:9283-1979 (latest with upto date ammendments) and totally water proof for submerssible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand non-vertical loads with minimum wear and tear. It should also be fitted with a device to take up expension of water with the heating of motor including water level guard, errection clamps, cable clips & depth guage etc. The pump shall be suitable for operation on data give below:-

Location of site :-The site is located at a distance of 25 Kms.from Pathankot Railway Station.

The altitude of place in which :-Altitude of place is 435 Metres above Mean Sea Level. The motor is intended to work:-

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20oC (f) PH =_____ (b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre ©. Hardness =__Mg/Litre(as CaCo3) (h). Others_____ (d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Well Assembly :- 140.00 Metres.

L.W.L.in Tube-Well :- 28.00 Metres

Maximum draw down :-18.00 Metres

Centre line level of Pump :-49.00 Metres

Discharge level of highest point:- 105.30 Metres

Nos.of Pumps required :-1 No.Pump.

Capacity :- 22.77 L.P.S.

Total head in Metres :-62.94 Metres

Length of Rising Main :- 340 Metres

Dia of Rising Main :- 200 mm dia (MSERW)

No.of working hours per day :20.00 Hours.

Limits of pump operation :- ( - ) 15% ( + ) 10% of total head.

H.P.of Motor/Drive unit :-Required H.P.of Pump at ( + ) 10% and ( - ) 215% of total head. BHP.with following margins/multiplying factor at duty point,whichever is higher. a).Upto 2 H.P. =1.5 (d) 10 to 20 H.P. =1.2 b).2 to 5 H.P. =1.4 (e) 20 to 100 H.P. =1.15 c) 5 to 10 H.P. =1.3 (f) Above 100 H.P. =1.10

Test Run :-16 Hours continueously for 7 days.

Providing C.I.double flanged sluice valve of Kirloskar/Kilburn/IVC.\/Fouress/Gled/BHEL/Leader make of size ---dia as per offered pump and Class PN 1.0 having one size higher to delivery size of Pump and capable of with standing nominal seat pressure of 10.20Kgs/Cm2. conforming to IS 780-1984 (P-I)The size of valve specified by the tenderer)

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make C.I. double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump (size --dia and clasas PN 1.0 and shall be suitable for withstanding nominal seat pressure of 10.20 Kgs.cm<2)conforming to IS: 5312-1984 (Note:- The size of valve specified by the tenderer)

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make C.I. double flanged Swing check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main & class PN 1.0 shall be suitable for withstanding nominal seat pressure of 10.20Kgs./Cm<2).(Note:- The size of valve specified by the tenderer)

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost. Supply side .(Note:- The size of cable specified by the tenderer)

Providing and laying PVC.jointless flat water proof cable as per BIS-694-1990(Latest with uptodate ammendments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor. The type & make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB .authoirity,it shall have to be replaced by the tenderer free of costmotor side (Note:- The size of cable specified by the tenderer)

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper stripsw of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with uptodate ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switchesconforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer

Supply of standard make circular dial pressure gauge of suitable range of Fiebeg/Bourden/Precision make with all accessories such as;stop cock,copper tubing etc.conforming to BIS-3624-1987 latest with uptodate ammendments

Lowering of Column Assembly of 150 mm.dia and common header 200 mm.dia G.I.Pipe Confirmng to IS-1239 or MSERW pipe 4.80 mm.thick conforming BIS-1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971(Table-17) including tapers,flanges,rubber gaskets 3mm.thick as as per BIS-2712-1978,nuts & bolts as per 1364-1983 and specials upto collection tank as per directions of Engineer-in-Charge /as per layout approved by the Engineer-in-Charge. The pipes shall be capable of ithstanding 1.5 times the total pressure indicated in item No.1(xii).The delivery/sunction pipe specified by the tenderer. NOTE:- Actual laying tobe done as per final drawings to be approved by the Engineer-in-Charge.

Erection of all equipments from S.No. 38 to 41.d and 41 to 42 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Providing, laying, jointing and testing of MSERW pipes 200 mm dia ( Zinc Coated) duly flanged to be welded after 66 mtr. interval of pipe with intermediate butt welded joints including cost of flanges tees & bends etc, of required degrees, tee made from parent tube confirming to IS-IS/ISO -3183-2007 of steel grade L-210 or A as per dimensions, wall thickness & test pressure mentioned below in a randum length of pipe is 4-7 mtr, and the pipe should be welded with MS flange confirming to IS:6392-1971 & the welding should be done in two layers on both the faces to made the joints leak proof confirming to IS:816-1965 with electrode confirming to IS:814-1967) including required Nos., & size of MS nuts, and bolts confirming to IS:1369:1971 and asbestos fibre jointing gasket (compressed) sheet not be less than 3mm in thickness confirming to IS:2712-1985. The pipe shall have internal & external galvanised Zinc coating of approximate thickness owing to IS 4736 as and corrsive coating at manufacturing site. Thirt pary inspection shall be arranged by the firm his own cost in the prence of departmental representive from any one of the agencies ie . DNV/SGS/BUREAU VARITAS . The laying of pipe should be confirming to IS 5822-1994 as per the direction and satisfaction of the Engineer-in-Charge.(Note:- The rates of providing of flange and butt welding will be paid separately)

Providing welding & fixing of MS flanges cinfirming to IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts. ( MS Flanges to be welded after 66 metre interval of pipe)

Providing circumferential butt welding joints MSERW 200 mm dia two layer on each end of welding using 3 mm and 4 mm dia electrodes after levering the pipes ends according to relevant ISI specification and entire satissfaction of the Engineer -in-Charge including all leads and lifts.

Sanjay Gaur

VIVEK KUMAR

sadeep kumar

SG Engineers and Consultants