Providing household connection under mission of Govt of India Ministry of Jalshakti Har Ghar Nal Se jal for PC habitations for village Rakkar Pragpur and multi group of villages Pragpur Block in Distt Kangra HP

Amount

Schedule A1- Civil Works Percolation well:- Excavation in foundation for digging well in dry excavation from G. L. upto the level, where well curb is placed the level,where well curb is placed depth.

Wet well sinking gravel including all pumping, soring etc. From spring level to 3.00 mtr. depth

From spring level to 3.00 metre to 6.00 mtrs depth

From spring level to 6.00 mtr. depth 9.00 mtrs depth

From spring level to 9.00 mtr. depth 12.00 mtrs depth

Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In R.S.Joists,channels angles,tees ETC. Angles 75 x 75 x 10 mm Inner Ring , Angles 75 x 75 x 10 mm Outer Ring, as per direction of Engineer-in-Charge upto all lead and lift.

Lowering of well curb complete in all respect.

Providing and laying cement concrete 1:1.5:3 ( 1 cement :1.5 sand : 3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

In column pillar posts from floor two level upto floor three level within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying no fine concrete 1 :4 (1cement : 4 stone aggregate in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Beams,cantilivers, girders and lintels Sides and Soffits of beams,beam haunchings, contiliver girders, bressumers and lintels not exceeding 1 Metre in depth and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing Laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (One cement : four sand) within all leads and lifts as per the direction of Engineer-in-charge

20 milimetre(Twenty milimetre) thick cement plaster in single coat on 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 80 milimetre in girth and finished even and smooth in cement mortar 1:3 (One cement is to three sand) within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.

Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 sand ) of Ist class bricks complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing 500 milimetre dia SFRC man hole cover with frame. The weight of cover and frame should not less than 116 Killogramme within all leads and lifts as per the direction of Engineer-in-charge.

Providing 200 milimetre wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes 200x200x100 milimetre cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) within all leads and lifts as per the direction of Engineer-in-charge.

Boulder filling dry hand packed tightly under lean concrete to prevent the entry of surface water including carriage of material within all leads and lifts as per the direction of Engineer-in-charge.

Pump House and attendent quarter at stage Ist. :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, Electrical works, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, internal and external solar powered Street lighting, external landscaping, dewatering including P/F 10 Ton Chain Pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories such as furniture,Modular kitchen, painting with asian apex ultima with priming coat and wall putty complete as directed by engineer in chargeas The contractor shall provide 5 sets of approved drawing with design to the department.The work shall be carried out as per chapter no. 1 and data sheet No. 2, Pump house at Kamloo

C/O RCC Tank:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:2:4) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 5 sets of approved drawing with design to the department.The work shall be carried out as per chapter no. 1 and data sheet No. 1, C/O RCC Collection tank at node no. 1 of 165000 Litres capacity.

C/O RCC under ground Main storage tank at node no. 3 of 350000 Litres capacity

C/O RCC under ground sector storage tank at node no. 54 & 58 of 15000 Litres capacity

C/O RCC under ground sector storage tank at node no. 23 & 70 of 75000 Litres capacity

C/O RCC under ground sector storage tank at node no. 32 of 200000 Litres capacity

C/O RCC under ground sector storage tank at node no. 36 of 60000 Litres capacity

C/O RCC under ground sector storage tank at node no. 41 of 130000 Litres capacity

C/O RCC under ground sector storage tank at node no. 62 of 125000 Litres capacity

C/O RCC under ground sector storage tank at node no. 75 of 35000 Litres capacity

C/O RCC under ground sector storage tank at node no. 80 of 20000 Litres capacity

Schedule A2- Pumping Machinery :- Supply of submersible pumping set of (KSB /Kalama/Kirloskar/ Johnston/ Cromption/ BS) make conforming to latest BIS: 8034-1976 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:- (Booster stage) For detailed design parameters/ requirements are given in data sheet No. 11 in Vol-III. SITE CONDITIONS : Location of Site About 20 Km from Nadaun to Amb road and 100 metre head load. The altitude of place is 560 metre above MSL. No. of working hours per day 16 Hours. Booster Stage - P/Well 1 to collection Tank (No. of working sets = 1 No. and 1 No. stand bye, Discharge of each working pump = 7.12 Lps., Total Head = 33.44 Mtrs. Type of Pump sets - Submersible = 2x7.50 = 15.00 HP.)

Booster Stage - P/Well 2 to collection Tank (No. of working sets = 1 No. and 1 No. stand bye, Discharge of each working pump = 7.12 Lps., Total Head = 38.34 Mtrs. Type of Pump sets - Submersible = 2x7.50 = 15.00 HP.)

Supply of horizontal spindle, horizontal/radial split casing and suction (backpull out arrangement) single/double/multistage centrifugal pumps or combination of pumps in series /parallel of KSB / Mather & Platt/ Jyoti /Kirloskar /BE /Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I. / Cast steel base plate (base plate to be from the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor of Kirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1972 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts, painting etc. and shall be suitable for operation as per data given below. (Ist stage). The pumping mechinery shall be installed on proper designed base plate. The foundation of the mechinery should be designed base plate. The foundation of the mechinery should be proper designed and enclosed properly. The electrical equipment such as starter, ICTP switches, MCB, Busbar Chamber, ELCB, Pannel board, Indicating lamp, Ampere meter, Volt meter, Hour run meter including incoming and outgoing cable should be ISI marked.The suction , Delivery, and common header piping, bypass piping relevent to pump house size including concentiric heavy piping, bypass piping relevent to pump house size including concentiric nozzel , Y-T connection, flange , Gaskit ,junction stainer, sluice valve , NRV valves on suction piping, delivery piping, on header piping, out side pump house and on bypass piping and suitable type check valve on delivery piping as per required pressure gauge, with two way cook , GI ultrasonic type flow instrument with digital flow indicating and intergating device etc. complete with all leads and lift. ,, Ist. stage (Kuhna) - No. of working sets = 1 No. and 1 No. stand bye (Discharge of each working pump = 3.93 Lps., Total Head = 228.20 Mtrs. Type of Pump sets - Centrifugal = 2x25 = 50.00 HP.)

Ist. stage (Nihari) - No. of working sets = 1 No. and 1 No. stand bye (Discharge of each working pump = 10.31 LPS, Total Head = 339.19 Mtrs. Type of Pump sets - Centrifugal = 2x90 = 180.00 HP.)

Schedule A3- Rising Main,, Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, Laying, Jointing and testing of bevelled ended galvanised iron pipe (Heavy class) Zinc coated pipe ( Jindal, Surya Roshani, Tata & AST make with circumferential butt welded joints were ever required by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of galvanised iron pipe of conforming to IS 1239-1991 (Part-II) ( latest edition having wall thickness as specified below capable of with standing required test pressure, including manufacturing and fabrication of reducers/tapers, tees, all short pieces, bends etc. as per requirement made from parent tubes. The laying of pipe shall also including welding of flanged joints at every 100 metre spacing duly welded in three layers (Two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tee's etc. and making bevelled pipe ends suitable for but welding, lowering and laying in excavated trenches to ensure required level complete. (Earth work in trenches and the cost of providing flanges including nut and bolts, gasket will be measured and paid for separately) The fabricated bends shall have three or fur cuts having its radius not less than five times the dia of piupe. The welding electrodes shall be as per ISI 814 of advani/Oerlikon/L&T or ISI marked make. The damages portion of pipes(if damages during laying & jointing operation of pipe) and all other special made from the parent tube. The rates also include entire carriage of material, flushing, cleaning & hydraulic testing of pipes, DP test of butt welded joints complete in all respect and to entire satsfaction of the Engineer-in-charge. Booster stage (1+2) :- 125 mm dia GI pipe with flange table-5(1390+690) (4.80 mm Thickness)

Ist Stage (Nihari) :- 125 mm dia GI pipe with flange table-28 (4.80 mm Thickness )

125 mm dia GI pipe with flange table-17 (4.80 mm Thickness )

125 mm dia GI pipe with flange table-5 (4.80 mm Thickness )

Ist. Stage (Kuhna) :- 80 mm dia GI pipe with flange table-28 (4.80 mm Thickness )

80 mm dia GI pipe with flange table-17 (4.80 mm Thickness )

80 mm dia GI pipe with flange table-5 (4.80 mm Thickness )

Providing welding and fixing of M.S. flanges conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS pipes in two layers on both faces i.e two layer on outer faces and one layer on inner faces to make the joint leak proof (The cost of proving and layer of GI pipes to be measured and paid for separtely). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364, the thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfaction of Engineer in charge with in all leads and lifts.,, Booster stage 1 :- 125 mm dia GI pipe with flange table-5

Ist Stage :- 125 mm dia GI pipe with flange table-28

125 mm dia GI pipe with flange table-17

125 mm dia GI pipe with flange table-5

80 mm dia GI pipe with flange table-28

80 mm dia GI pipe with flange table-17

80 mm dia GI pipe with flange table-5

Schedule A4- Gravity Main & Distribution System,, Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing of GI pipes of Jindal, Surya, Roshani, Tata & AST make (medium class) in trenches (to level or grade) complete in all respect as per the direction and entire satisfaction of Engineer-in Charge. (Cost of earth work to be measured and paid separately),,, GMS Pipe 25mm dia

GMS Pipe 32mm dia

GMS Pipe 40mm dia

GMS Pipe 50mm dia

GMS Pipe 65mm dia

GMS Pipe 80mm dia

GMS Pipe 100mm dia

GMS Pipe 150mm dia

Providing and fixing gun metal full way wheel valve of various dia of Jindal/kriloskar make as per direction and to the entire satisfaction of Engineer-in-Charge., GMS Pipe 25mm dia

GMS Pipe 32mm dia

GMS Pipe 40mm dia

GMS Pipe 50mm dia

GMS Pipe 65mm dia

HOUSE HOLD CONNECTION:- Providing and fixing FHTC to 459 No house holds under the scheme. ,, Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing ,laying, jointing and testing of GI pipe of Jindal, Surya Roshani, Tata & AST make conferming to BIS 1239-1990 part -II of following dia including all tube and fitting as required as per actual site of work with in all lead and lift as per direction and the entire satisfaction of Engineer-in-Charge., Providing and laying 20mm dia pipe line from service line

Providing and laying 15mm dia pipe line from service line

Providing fitting and accessories e.g. Tee, union, nipple elbow, valve 3/4'' ferrule, bib cock etc. required for house hold connection upto domrstic storage tank. The 20mm dia wheel valve shall confirm to BIS 778-1980 CL-1, and the brass bob cock shall confirm to BIS 778/1980 CL-1, all other G.I. fittings shall confirm to BIS specification.

Providing fitting and accessories e.g. Tee, union, nipple elbow, valve 1/2'' ferrule, bib cock etc. required for house hold connection upto domrstic storage tank. The 15mm dia wheel valve shall confirm to BIS 778-1980 CL-1, and the brass bob cock shall confirm to BIS 778/1980 CL-1, all other G.I. fittings shall confirm to BIS specification.

Schedule B ,, Miscellanous,, ...... Fencing work around all civil works such as intake structure (Percolation well), Pump Houses, MBRs & SRs etc. with Galvanised mild steel barbed wire Confirming to IS "278-1962 including cost of excavation,foundation concrete for CC block 1:3:6,formwork with steel plates, MS Angle iron Poles of size 50x50x5 mm fixed with concrete blocks incuding cost of Brick Masonry and cement Plaster, P/F MS gate where required as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge.

AUTO GASEOUS CHALORINATION :- Supply,errection & commissioning of gaseous Chalorination plant complete in all respect having chalorinator capable to deliver 0-2500 gm/hr of chalorine gas along with 2 Nos. sets of IW + IS booster pump set of approved make with electric motor and 2 Nos. sets of IW + IS water pumping from water main to booster pump. It shall also consist of chalorine gas cylinder 100kg capacity duly approved by CCE Nagpur and filled with chalorine gas 3Nos. at each along with chalorine analyzer to indicate chalorine content lebel in the chalorinator water to supply. The contracter/ firm shall also supply accessories / spares such as multipurpose cylinder key-1 No. lead washer -6 No. ejector gaskit -2 Sets , House clip -4No. , Ammonia Botal 50 ml-1 No. along with safety items covering chalorine leak emergency kit , self contained breathing appratus, Eye shawer for each unit complete in all respect as per the direction of Engineer- in - Charge. ,,, Main under ground collection tank 165 KL(Vill. Kamloo)

Main under ground tank at Nihari 350 KL (Vill. Nihari)

Main under ground tank at Kuhna 125 KL (Vill. Kuhna)

AUTOMATION OF ENTIRE SYSTEM:- The tenderer / firm shall provide perposal for automation which comprises of (i) 2nos. Perculation well(ii) 1 No. pump house (iii) 12 Nos storage reservior (iv) providing and fixing various actuated valve of relevent class and dia asper chapter no. 4(B) vol-III of technical specification shall be provided in all over storage reserviors at outlets and shall be automated in such a way that these are automatically operated as prifixed hours/ time or any other logic decided by the department and operated from main SCADA centre at pump house Kamloo, electromagnetic flow meters of approved makes shall be provided at each storage reserviour outlets and its output in the shape of total cuantum of delivered in a hour day and month shall be generated at main control station. GSM based devices shall be installed at each tank location , which shall sand message through SCADA station at remote access location at sub division office Rakkar. THis data transmission system at each tank consists of field instruments for providing digital and analog signals to data transfer module. This mopdule will have a communication to web data trasfer system modek communication. The PLC station will have contrl station with programmable graphic process, mimics, realtime and historical trending face plate and group display, alam management and report with laser jet printer and required furniture. At each tank locations controlling devices shall be installed with water meter sansers, flow transmitters, lebel transmitter in each tank. Installation of hardwere along with commissioning/ programming as per user requirement shall be done. The firm has to submit detailed automation perposal by incorporating all the hardwere involved olling to above mentioned scope in the technical bid. The detailed automation perposal shall be got approved by the firm from CE Dharamshala. Firm has incorporate all the input and outputs suggested by the department in the SCADA.

Unipro Techno Infrastructure Pvt Ltd

R K ENGINNERS SALES LTD