EE PSMIP Sdawan

Amount

Excavation in foundation and trenches(Pipe & Pits) up to all depths in all classification of earth work such as pick jumper ,jumper,saturated soil including bailing or pumping out water ,blasting soft/ hard rock where where blasting is prohibited in all lifts including trimming & dressing of sides leveling of beds to correct grade i/c shoring / strutting planking , timbering & dewatering where ever required stacking the useable & unuseable material/soil separately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by raming & watering & then disposing of all surplus excavated soil/ unusable material as directed with in all leads and lifts including road X-ing restoration of unmetalled surface to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per the direction of Engineer -in - Charge.

Providing and Laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size ) excluding cost of form work in foundation and plinth with all leads and lifts as per direction of the engineer in charge.

P/L CC 1:6:12 1cement:6 sand:12 graded aggregates 40mm nominal size curing complete excluding cost of form work infoundation & plinth with all leads and lifts as per direction of the engineer in charge.

Providing and Laying cement concrete ( M-15 ) 1:3:6( 1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) excluding cost of form work in foundation and plinth with in all leads & lifts and entire satisfaction of the Engineer in charge.

Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in lintel,beams,griders bressumers and cantilevers upto floor two levelwith in all leads and lifts.

Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-

foundation footing and bases of columns & like mass concrete.

Column.pillar & post upto floor two level

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

Providing and Laying cement concrete ( M-25 ) concreting under water and curing complete excluding cost of form work and reinforcement for reninfor of concrete work in:-

Foundation and Plinth

In foundation and footing bases columns etc and mass concrete with in all leads & lifts as per direction and satisfactions of the Engineer in charge.

In columns, pillars , Piers and abutments. post and struts up to floor two level and lifts as per the direction of engineer -in - Charge.

In suspended floor roof landing and shelves and their support balconies beams girders , breassumers and cantilevers up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .

In vertical walls (any thickness but not less than 10 meters thickness )attached pilaasters , plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering and propping etc. with wooden battensand ballies ,height of propping and centring below supporting floor to cieling not exceeding 4 mtrs and removals of the same for institute reinforced concrete and concrete work in:-Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like.

Providig form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering and propping etc. with wooden battensand ballies ,height of propping and centring below supporting floor to cieling not exceeding 4 mtrs and removals of the same for institute reinforced concrete and concrete work in:-Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like.

Providing form work with steel plates in foundation and loding 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain

Foundation footing bases of columns & mass concrete.

Column.pillar & post upto floor two level square, rectangular& polygonal in plan.

Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.

Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.

Edge of slab and break in floor 20 cm wide

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

Providing Tor steel HYSD -Fe 415 or TMT asc per IS 1786 reinforcement for RCC work including bending ,binding and placing in position complete upto floor two levels with in all leads and lifts as per the direction of the engineer in charge.

Providing and fixing alfa valve ( with hand wheel ) as per IS 780-1984 class - 1 upto 500 mm dia(i/c) brass spindle & as per 2906- 1984 class -2 for dia > 200 mm complete with bolts., nuts, rubber insertion etc.( the tail piece if required shall be measured & paid for separatly )

Providing and laying , jointing & testing ductile iron pipes ( Double Flanged) including bends complete as per IS : 8329-2000 Class K-9 as per dimension, weight and test pressures mentioned below in a random length of 2-5 meters of ISI marked including transport of pipe from factory to site of work ,cost of valves & specials cost of excavation, back filling & extra earth disposal, civil work related to construction of valve chamber, Trust blocks etc. Cost of utility shifting & Nallah X-ing/Drain water ways crossing cost of dewatering/sand filling,Trench shoring as required, cost of laying , jointing & line testing , cost of Hydrotesting , commissioning, Disinfection, cost of road X-ing complete in all respects as per direction of the Engineer - in - Charge with in all leads and lifts of following dias. (D.I Pipe 400 mm dia ( Double flanged) , Class - K-9).

Providing and laying , jointing & testing ductile iron ( Spigot and socketted) pipes with CML( EPDM. tyton push on joints) including bends complete as per IS : 8329-2000 Class K-9 as per dimension, weight and test pressures mentioned below in a random length of 4-7 meters of ISI marked including transport of pipe from factory to site of work ,cost of valves & specials cost of excavation, back filling & extra earth disposal, civil work related to construction of valve chamber, Trust blocks etc. Cost of utility shifting & Nallah X-ing/Drain water ways crossing cost of dewatering/sand filling,Trench shoring as required, cost of laying , jointing & line testing , cost of Hydrotesting , commissioning, Disinfection, cost of road X-ing complete in all respects as per direction of the Engineer - in - Charge with in all leads and lifts of following dias. (D.I Pipe 450 mm dia ( Double flanged) , Class - K-9).

Supply of submersible Pumping Set of Calama/KSB/Crompton/SU/ Johnston, Savour lubbi conforming to IS-8034 - 1979 ( Latest)as per approved iph department suitable for clean water fitted with bronze Impellers or suitable alloys directly coupled to squirell cage electric Induction Motor of same make as that of Pump conforming to IS-9238 - 1979 ( Latest with uptosate ammendments)and totally water proof for Submersible duty,isolated from the pump by intermediate casing with double Mechanical seal in oil chamber ,grease packed lubricated bearings and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear and tear . It should also be fitted with a device to take- up expansion of water with the heating of motor including water level guard, erection clamps, cable clips and depth gauge etc.The Pump shall be suitable for operation on data given below:- including BOQ item No Location of site :- The site is located at a distance at a distance of Kms. From Nurpur Road Railway Station . The altitude of place in which :- Altitude of place is 500 mtres 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 volts ( +/- ) 10 %. Characterstics of water ;-(a) Temperature =20 C.(b) Turbidity =Upto 50 NTU.Hardness =_ Mg/Litre ( as CaCo3 ) Alkalinity =_ Mg/Litre ( as CaCo3 ) PH =7 to 8.Total solids =________Mg/ Litre.Others _____________ (vi) Depth of T/ Well Assembly :- Metres. (vii) L.W.L in P-Well:-706.00 Metres (viii) Maximum draw down ;- Metres (ix) Centre line level of Pump :- 706.00 Metres. (x) Discharge level of highest point :-206.21 L.P.S RL=765.93m(xi) Nos of pumps required :-2 Nos. Pump. (xii) Capacity:- 103.11 L.P.S.of each pump (xiii) Total head in Metres:-66.03 Meters.(xiv) Length of Rising Main :-315.00 Metres (xv)Dia of Rising Main :-400 mm dia D.I Pipe kg flanged(xvi) Nos of working hours per day :-20 Hours (xvii) Limits of pump operation :-(-)15 % (+) 10% of total head.(xviii) H.P of Motor /Drive unit :-Required 40 H.P of Pump at (+) 10% and (-) 15 % of total head. BH.P with following margins / multiplying factor at duty point , whichever is higher.(a) Upto 2 H.P =1.5.(b) 2 to 5 H.P =1.4.( C) 5 to 10 H.P =1.3.( d) 10 to 20 H.P =1.2 ( e) 20 to 100 H.P =1.15 ( f) Above 100 H.P = 1. 10 (xix) Test Run:- 8 Hours continueously for 7 days.

Providing C.I double flanged sluice valve of Kirloskar/kilburn/VC.V Fouress/Gled/BHEL/ Leader make of size suitable 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 10.20 kgs/ Cm2 conforming to IS 780-1984 ( P-1) Note : The CI Sluice valve shall conform to IS 780 -1984( Latest edition ). However if the seat pressure exceeds the limits prescribed in BIS -780-1984 then it shall be of cast steel conforming to Class -150 ASA( seat pressure 21 kgs/ Cm2) or class 300ASA ( seat pressure 52 kgs/cm2) as per BS-1414(API-600).

Supply of Kirloskar/kilburn/VC.V Fouress/Gled/BHEL/ Leader make C.I double flanged swing check type reflux Valve having bye pass arrengement and one size higher to dilivery size of pump ( size 400 mm dia and Class PN 1.0 and shall be suitable for with standing nominal seat pressure of _____ Kgs./Cm2) conforming to IS 5312-1984.

Supply of Kirloskar/kilburn/VC.V Fouress/Gled/BHEL/ Leader make C.I double flanged swing check type reflux Valve having bye pass arrengement and of size equal to dia of rising main i.e 400 mm and class PN 10 and shall be suitable withstanding nominal seat pressure of 10.20 Kgs./Cm2) conforming to IS 5312-1984. Note : The CI Sluice valve shall conform to IS 5312 -1984-Part - I( Latest edition ). However if the seat pressure exceeds the limits prescribed in IS -5312 then it shall be of cast steel conforming to Class -150 ASA( seat pressure 21 kgs/ Cm2) or class 300ASA ( seat pressure 52 kgs/cm2) as per BS-1868(API-6D).

Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS - 1554- Part - I - 1988 or latest with up to date ammendments Siemen / Gloster/ICC make from Meter of HPSEB. To MCB/OCB and from OCB to Busbar Switch and Starter ( One cable carrying all three phasese) including all other electric equipments / accessories such as thimbles, flaxible pipe, solder, nuts and bolts, cable glands etc laid in pipes or trenches size and make will be subject to approval of HPSEB. authorities. Incase of non - acceptance by HPSEB. authority shall have to be replace by the tenderer free of cost supply side 120 mm 2.

Providing and laying PVC jointless flat water proof cable 16 mm as per BIS - 694-1990 ( latest with up to date ammendments) suitale for the pump set offered from OCB to motor, to motor to starter including all other electric equipments / accessories such as thimbles, flaxible pipe, solder, nuts and bolts, cable glands etc laid in pipes or trenches under floor. The type and make will be subject to approval of HPSEB. authorities. Incase of non - acceptance by HPSEB. authority shall have to be replace by the tenderer free of cost supply side 95 mm 2.

Providing and laying double loop earthing with copper plate 600x600x3 mm. thick electrode complete with material such as chsr coal , common salt, G.I Pipes, thimbles, nuts and bolts, digging of pits, G.I wiring and 25x5 mm copper strips of required capacity confirming to BIS- 3043-1987 latest with upto date ammendments for above motor and other electric equipments.

Supply and errection of floor / wall mounted power factor shunt capacitor confirming to BIS - 2834-1986 latest with upto date ammendments BHEL/GEC/ Machine/ Mager/ bajaj make tro raise the prevaling power factor at site to 0.95 for direct connection to Innduction Motor individually of required KVAR according to H.P of motor offered including Siemen / Gloster/ICC make from Busbar chamber to capacitor and also including LT/ LK/ Kilburn make ICTP. Switches confirming to BIS -4064-1978 or latest with HRC fuses( Range to be specified by the tenderer).

Suppply 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. confirming to BIS -3624-1987 Latest with upto date ammendments. Note:- Actual laying to be done as per final drawings to be approved by the Engineer - in- Charge.

Erection of all equipments from S.No. 1 to 4 and 6 including cost of tees, bends, tapers and any other fittings required as per conditions and as per the direction of the Engineer - in - Charge.

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick first class

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed

Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 40mm thick: 2nd class deodar wood.

P/F wire gause shutters using MS wire gause of IS gause designation 85 G for doors windows clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick 2nd class deodar wood.

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)

20 mm thick cement plaster on rough 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)

6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs

White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping a

Finishing wall with water profing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered

Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade of tile where ever required including rubbing and polishing complete with tiles of following shades medium with in all all leads and lifts complete in all respect.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other foreigm matter

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint.

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness .

Providing and fixing MS sliding door bolts anodizedcolour and shade withnuts and screws complete I) 300mmX16mm

Providing and fixing MS tower bolts barrel type anodized transparent or died to required shape with necessary screws etc. complete.(200mmx10mm)

Providing and fixing MS handles anodized transparent or died to required shape with necessary screws etc. complete.(100mm dia)

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.

Steel work welded in built up sections, trusses and framed work,including cutting,hoisting ,fixing in position and applying a priming coat of red lead paint etc.

Providing & Fixing of Finalax pipe 40 mm dia. Under floor ( for connection cables ) including all req. fitting i:e elbows,sockets etc.

Prov. Fixing MS fan clamp type -1 of 16 mm dia MS bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design complete in all respect.

Construction of Toilet 1.00X1.00 mtr. Size of standard height and depth made of RCC planks frame and shutter of angle iron and plain CGI sheet WC Indian type and pit including excavation of toilet foundation and soak pit all kinds of soil and disposal of surplus excavated earth, filling with course sand, cement concrete flooring 1:2:4( 1 cement:2 sand: 4 graded stone aggregate 20mm nominal size) for rural sanitation system in all leads and lifts as per standard design and drawing or as per the direction of Engineer-in-charge.

Providing and fixing photostate machine ( Duplex type) with in all leads and lifts as per direction and satisfaction of the Engineer - in - charge.

Providing and installation of internal wiring in the P/houses complete in all respect i/c electrification in the campus of punp house with in all lead & lift as per the direction of Engineer-in-charge.

Consultancy of design & drawings of all components i/c approval of design & drawing from the competent authority complete in all respect as per the direction & satification of Engineer-in-charge.

S.k.sharma contractor and engineer

National India Construction Co.

ARUNESH GUPTA

Unipro Techno Infrastructure Pvt Ltd