Remodelling and extention of old twell in indora area twell no 11 13 14 28 38 49 53 54 58 and twell jindri twell in indora

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 complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and laying cement concrete 1:6:12 (1Cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Squarred rubble stone masonry coursed with hard stone of approved quality in foundation & plinth including racking out of joints in CM 1:6 ( 1cement : 6 sand ) & curing complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and laying cement concrete 1:4:8 (1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth complete in all respects within all leads and lifts as per directions and to the entire 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 :-

(a)In foundation and plinth complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(b)suspended floors, roofs, landing & shelves and their support balconies, beams girders and bressumers & cantilever up to floor any level complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(c)Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pillaster, plinth and string courses from top of the foundation up to floor two level complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and laying cement concrete work 1:1.5:3(1cement:1.50 sand: 3 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

(a)Lintels, beams ,griders bressumers and cantilevers upto all floor level complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Brick work using common burnt clay building bricks (ist class) in super structure above plinth level upto floor any level in cement mortar 1:6 (1cement:6 sand) & Curing complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:4 (1cement:4 sand) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Half Brick Masonary common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:4 (1cement:4 sand) complete in all respects within all leads and lifts as per directions and to the entire satisfaction 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 complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

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 complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

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 complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge. (2nd class deodar wood)

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 centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in situ reinforced concrete and plain cement concrete in :-

(a) Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm thickness complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(b) Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(c)In Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters,buttresses,plinth and string courses and the like complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(d)Edges of slabs and breaks in floors and walls complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Cement concrete flooring 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1cement:3sand) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

6 mm cement plaster to ceiling in CM 1:3 (1Cement :3 Sand) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Pointing on brickwork on one side neat & clean in CM 1:4 complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge. (flush pointing)

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal sizecomplete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc. complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(a) Sliding door bolts 250x16mm.

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

(c) M.S. tower bolts (Barrel type) leads and lifts. 150x10mm.

(d) M.S. tower bolts (Barrel type) leads and lifts. 100x10mm.

(e) M.S. handles 100 mm dia

(f) M.S. handles 75mm dia

Providing and fixing of MS round bars (16 mm ) diain windows and ventilators complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Stone/Boulder filling under floors/behind retaining walls complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

12.50 % Electric installation charges complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Construction of toilet 1.00 mtr. X 1.00 mtr. , size of standard height and depth made up of RCC Plan frame and shutter of angle iron and plain CGI sheet, water closet indian type and pits includg excavation to toilet foundation and soakpit inall kind of soilsand disposal of surplus excavted soil fling with course sand , cement conctete flooring in C.C. 1 : 2 : 4 ( 1cement:2 sand : 4 graded stone agreegates of 20 mm nominal size ) for rural sanitation systam within all leads and lifts as per standard design and drawing complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Steel work welded in built-up section,trusses and framed work including cutting,hoisting,fixing in position and applying a priming coat of red lead paint In gratings,framed guard bar, ladders, railings, brackets and similar work. complet in all respects within all leads nd lifts as per direction and satisfactio of engineer in charge. (gate)

Earth Filling of serviceable material and neatly dressing the surface complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

PUMPING MACHINERY Supply of submersible pumping set of Kirloskar/Kilburn/Clama/Sabar/KSB/BS make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (latest with uptodate 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 & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-

iTotal Head 42.10 mtrs

ii Discharge required from each pump. 28.17 LPS each pump

iii No. of pump required 1.00 set

iv Location of the site of installation of machinery. The site is located at a distance of 17 KM from Kandarori Railway station.

v The Altitude of installation.

vi Type of current.

vii Rate Voltage 415+ 10%

viii Type of water and its source Tubewell Existing

ix Charactristics of water Clear cold water

a)Ambient Temperature dig.c 20 dig. C

b)Turbidity NTU 113NTU

c)Hardness260Mg/Ltrs(as CaCO3) 540Mg/Ltr

d) PH 6.5 to 8.5

e) TDS 540 PPM

f)Other

x Depth of Tube Well 140.00 mtr

xi LWL in Tube Well 69.52 mtr

xii Center line level of Pump 69.52 mtr

xiii Discharge level of highest point 103.50 mtrs

xiv Total head in Mtrs 42.10 mtrs.

xv Length of R/Main 360 mtrs.

xvi Dia of Rising main 200mm MSERW pipe BIS/ISD 3183-2072

xvii No of working hours per day 20 Hours

xviii Limit of pump operation. (-) 15 % (+) 10% of total head

xix R.P.M. of pumping set. 2900 RPM

xx Test run. 8 Hours continueously for 7 days

(a) Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for Submersible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 1 No. pump of rating 35 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Make: Aarmation Electric Private Limited/MAS/ELLES complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Variable frequency drive starter of 35 HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to control the frequecy of pumps through out the operation and also should be capable to maintain the power factor of the system within acceptable limits. It should have ambient temperature 50 Degree without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: Aarmation Electric Private Limited/MAS/ELLES complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.(item 38 a to p) as below

( a) Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(b) MCB /MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

( c) Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(d) Incommer MCCB with for proper short circuit capability for both the starters make L&T/Schnieder/ABB complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(e) On / Off indicator and push button, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Buss Bar, i.e.Bolt, insulator, etc. complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(f) Input Choke which should be installed at the input of VFD starter, so that there should be proper protection in case of any voltage surge and distortions in signal complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(g) Control Transformer to safegaurd the control circuit of all the components from the voltage surges and spikes complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(h) Output contactors in the output of VFD to run the pump complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(i) Transporatation and Carrage Charges for panel till site complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(j) Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and also will get data from Multi function Meter for Current, Voltage, KWH, PF and THD. Make Mitsubishi/L&T/Delta complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(k) HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make Wientek/Exor/ Mitsubishi/ Mecon. complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(l) Supply of software with license to monitor data at Laptop/Mobile in form of Software and Mobile Application for 3 users complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(m) Level Sensor to indicate the water level of tank remotely complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(n) Cloud GateWay for Data Cluding to Server complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(o) Cable for Communication for Water Level Sensor complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

( p) Installation and Commissioning complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and fixing of double flanged acctuated cast iron sluice valve heavy size one dia higher tha pump size to delivery of pump class PN 1.0 of Kirloskar/Kilburn/Leader make conforming to BIS14846-2000 laest with up to date ammendments having seat pressure of 10.20kg/cm2 complete in all respect within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and Kirloskar/ Kilburn/Leader make Cast iron double flanged accutator swing check type reflux valve class PN 1.0 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for withstanding nominal seat presure of 10.20 Kg/Cm2 as per BIS 5312-1984 Part-I complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing and fixing Kirloskar/ Kilburn/Leader make Cast iron class PN 1.0 double flanged swing check type reflux valve having bypass arrangement equal to dia of Risng main i.e. 200mm shall be suitable for withstanding nominal seat pressure of 10.20 Kg/Cm2 as per BIS 5312-1984 ( Latest edition) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(i) On supply side of 3½ core coper cable 10 sq. mm within all leads and lifts complete in all respect as per direction and to the entire satisfaciton of Engineer-in-charge.

(ii) On motor side 3 core flat joint less copper cable 6 sq. mm within all leads and lifts complete in all respect as per direction and to the entire satisfaciton of Engineer-in-charge

Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to 35 BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge. 1x7.00 KVAR or set

Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

Providing laying G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of the tenderer complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

(i) Delivery pipe ( To be specified by the tenderer) 150 mm dia, Table -5

Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge.

RISING MAIN Providing,layng and testing of Galvanised MSERW pipe with circumferential butt welded joints by electrical are welding in 3 layers ( welding thickness shall be equal to pipe wall thickness) with intermdediate flanged joints after 30 m spacing of pipe length of 200mm dia meters conforming to BIS/ ISO: 3183-2012 of steel grade L210 or A( latest with upto date amendments) having wall thiciness as specified below and capable of withstanding required bydraulic test pressue in a random length 5.50 to 6.50 meter, including manufacturing / fabrication of reduces/ tappers, tees, all short pieces, bends etc of reuired degree as per site requirement made from the parent tubes. The laying of pipe shall shall also include welding flanged, jointing duly welded in three layer( two Outer one Inner) here ever required as per the direction of the Engineer- in- charge (Earth work in the trenches will be measured and paid for separately) and all operation ssuch as cutting, welding, jointing fabrication of bends , tees, i.e. lowering and laying in excavated trenches to ensure required level including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer- in-Charge. .The fabricated bends shall have 3-4 cuts having its of radius not less than 5 times the dia of pipe. .The pipes shall be factory galvanised ( Zinc coating both inside and outside) as per relevent IS standsrd and the damaged portion of the pipes and specials ( if damaged during laying and jointing operation of pipe) made from the paent tube, shall be provided anticorrosive treatment by applying two coats of anticorossive bitumenous paints over a priming coat as per AWWA specification C 203 -1978 . The welding electrodes shal lbe as per IS-84-1991 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material flushing, cleaning and hydraulic testing, DP test of butt welded joints complee in all respects and to the best satisfaction and directon of Enigneer -in-Charge within all leads and lifts. Note: Negetive Tolerance shaould not be more tha +/-3%

MSERW pipe 200mm dia RD 0/0 to 360 mtr, Table-5

DISTRIBUTION NETWORK Laying, jointing and testing in trenches 4.00 Kgf/cm.sq. working pressure HDPE ( High density polyethene ) pipes conforming to IS 4984:1995 ( PE-80 Grade) PN-4 complete with special flange compression type fittings( earth work in trenches to be measured and paid seperately) complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge having following dia

( a ) 160 mm dia HDPE pipe (PN-4) (PE-80 grade)

( b ) 200 mm dia HDPE pipe (PN-4) (PE-80 grade)

( c ) 225 mm dia HDPE pipe (PN-4) (PE-80 grade)

( d ) 250 mm dia HDPE pipe (PN-4) (PE-80 grade)

( e ) 280mm dia HDPE pipe (PN-4) (PE-80 grade)

Providing and fixing of alfa valves of following internal dia complete in all respects within all leads and lifts as per directions and to the entire satisfaction of engineer in charge

( a ) 200 mm dia

( b ) 250 mm dia

( c ) 300 mm dia

Sukrit Sharma