Providing Sewerage Scheme and LWSS to Ner Chowk Town in Tehsil Balh Distt Mandi HP

Amount

Pump House:- Survey ,Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, external Electrical work wiring, 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 5 Tonne Chain Pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete including site development as directed by engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department.

At point "B" (42.04 Sqm.)

At point "F" (42.04 Sqm.)

At point "U" (42.04 Sqm.)

Designing, Constructing, Testing & Commissioning of aesthetically designed ( to be approved by the competent authority) Staff Residences complete as directed by engineer in charge.. The work shall include all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/O PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items. The clear height of walls shall be 3.00 mtrs. above floor level up to slab level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduits as per relevent data sheet and scope of work.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawings etc complete as directed by Engineer in charge as per relevent data sheet and scope of work.

Type- V (One set having plinth area 200.5 Sqm)

Type- IV (Two sets having plinth area 148 Sqm each)

Type- III (Four sets having plinth area 80 Sqm each)

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of below mentioned capacity consiting of Civil works including Laboratory, Mechnical, Electrical and Instrumental Works including necessary hydraulic testing ,structural testing,equipment testing. The components such as site development,C/o PCC/RCC Retaining walls, Breast walls upto battery limits of WTP, Dewatering, Approach Road, Inter-connecting Path, Walkway, Storm Water Drains, Scouring arrangement, Beautification including all alied Works complete as directed by engineer in charge. The Laboratory as per CPHEEO Manual shall be established at the WTP where separate Building for the same shall be constructed to house the laboratory equipment, office record including Furniture, office Computer complete in all respects. Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.

For Zone-I (1.232 MLD Capacity)

For Zone-II (2.345 MLD Capacity)

For Zone-III (1.589 MLD Capacity)

Designing, Constructing, Testing & Commissioning RCC Circular Over head/under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. 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 including frames and covers (medium duty) with proper locking arrangement water level, indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. 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 . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawings etc complete as directed by engineer in chargeas per relevent data sheet and scope of work.

C/O OH Sump Well 172000 Ltrs at point"B"

C/O OH Sump Well 316000 Ltrs at point"F"

C/O OH Sump Well 223000 Ltrs at point"U"

C/O Main Storage tank 210000 Ltrs at point"C"

C/O Main Storage tank 307000 Ltrs at point"D"

C/O Main Storage tank 948000 Ltrs at point"G"

C/O Main Storage tank 667000 Ltrs at point"W"

C/O Sector Storage tank 137000 Ltrs at point"E"

C/O Sector Storage tank 184000 Ltrs at point"H"

C/O Sector Storage tank 104000 Ltrs at point"I

C/O Sector Storage tank 68000 Ltrs at point"J"

C/O Sector Storage tank 65000 Ltrs at point"K"

C/O Sector Storage tank 251000 Ltrs at point"L"

C/O Sector Storage tank 210000 Ltrs at point"M"

C/O Sector Storage tank 68000 Ltrs at point"N"

C/O Sector Storage tank 219000 Ltrs at point"P"

C/O Sector Storage tank 88000 Ltrs at point"V"

C/O Sector Storage tank 138000 Ltrs at point"X"

C/O Sector Storage tank 64000 Ltrs at point"Y"

C/O Sector Storage tank 61000 Ltrs at point"Z"

C/O Sector Storage tank 100000 Ltrs at point"AA"

C/O Sector Storage tank 46000 Ltrs at point"BB"

C/O Sector Storage tank 37000 Ltrs at point"CC"

Supply, delivery, erection and commissioning of vaccum operated, pressure feed chlorination system i/c control panel, Chlorinator, interconnecting pipe line, field test kit, Monoblock pump, Chlorine leak detector, On-line chlorine analyser, Gas cylinders, gas tonner etc complete at two Main Storage Tanks. Plant room for installation of above equipments shall also be constructed at the site complete in all respect.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.

Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever 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 deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces 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 respects with in all leads & lifts as per directions of Engineer-in-charge.

Laying, jointing, testing at site and cariage of pipe in trenches ( to be levelled to grades) ISI marked P/E (IS:1239) GI flanged pipes of following diameter, class & wall thickness and IS specification capable to withstand the required hydraulic test pressure as per IS Code in a random length of 4 mtrs. to 7 mtrs. with bevelled ends and jointed with flange table mentioned below conforming to IS-6392-1971(latest with up to date amendments). The welding of flanges to be done on both faces in double layer each to make the joint leak proof according to relevant BIS standard and specifications. The pipe including nuts and bolts of required size, 3mm thick compressed asbestos fibre jointing gasket/ synthatic rubber jointing gasket should be conforming to relevant BIS code. Laying will include all operations such as cutting, welding, painting and jointing including flushing, cleaning and hydraulic testing of pipe complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

150 mm- GI pipe medium class-F.T- 11

150 mm- GI pipe medium class-F.T- 17

150 mm- GI pipe medium class-F.T- 23

125 mm- GI pipe medium class-F.T- 11

125 mm- GI pipe medium class-F.T- 17

Laying, welding and testing of ISI marked GMS pipes (P/E) in trenches of following dia as per IS:1239, including jointing the pipes with butt welding at both the ends (in three layers) according to relevant BIS standards/ approved specifications including manufacturing reducers/ tapers, all short pieces and bends as per site required and made from parent tubes ( to be measured and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 11/1/4 degree deflection is enused by a single cut and internal dia is not reduced including hydraulic testing to the enitre satisfaction of Engineer-in-charge. The damaged portion of galvanization due to welding shall be provided with anticorosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specifications C-203-1978 ( earth work in treanches to be measured and paid for seperately)

150 mm- GI pipe medium class

125 mm- GI pipe medium class

Providing , laying, fixing, jointing and testing in trenches MS pipe of following dia meters confirming to confirming to ISO 3183-2007 (with up to date amendments), of following grade and having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in four layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made from the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately) as per relevent data sheet and scope of work.

250 mm dia -API -Pipe X-56, 5.60 mm thickness- F.T-28

250 mm dia -API -Pipe X-56, 4.80 mm thickness- F.T-23

250 mm dia -API -Pipe X-56, 4.00 mm thickness- F.T-17

250 mm dia -API -Pipe X-56, 4.00 mm thickness- F.T-11

200 mm dia -API -Pipe X-56, 5.60 mm thickness- F.T-28

200 mm dia -API -Pipe X-56, 4.80 mm thickness- F.T-23

200 mm dia -API -Pipe X-56, 4.00 mm thickness- F.T-11

Providing , laying,jointing ( by way of circumfrential butt welded joints in four layers( two inside, two outside) by electrical arc welding ) and testing of API pipe of following dia meters confirming to ISO 3183-2007, steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately)as per relevent data sheet and scope of work.

250 mm dia -API -Pipe X-56 ,5.60 mm thickness

250 mm dia -API -Pipe X-56, 4.80 mm thickness

250 mm dia -API -Pipe X-56, 4.00 mm thickness

200 mm dia -API -Pipe X-56, 5.60 mm thickness

200 mm dia -API -Pipe X-56, 4.80 mm thickness

200 mm dia -API -Pipe X-56, 4.00 mm thickness

Supply Installation Testing & Commissioning at site with automation (to be paid seprately as per item no. 4) of suitable clear water submersible star rated pumpset conforming to latest approved make BIS code. The impeller of pump shall be directly mounted on extended submersible sq cage motor shaft conf to BIS 9283-1995 with up to date amendments of 1450 (N) RPM, totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 +/- 10% volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (working + standby), necessary piping and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge.

For Zone-I (Existing Tube well ) 2 sets (1 as standby) of having Discharge 6.61 LPS each with Head = 68.78 Meters.

For Zone-I (Proposed Tube well ) 2 sets (1 as standby ) of having Discharge 9.65 LPS each with Head = 71.89 Meters.

For Zone-II (Phase-1 Tube well ) 2 sets (1 as standby) of having Discharge 9.95 LPSeach with Head = 68.62.

For Zone-II (Phase-2 Tube well ) 2 sets (1 as standby) of having Discharge 9.95 LPS each with Head = 67.78 Meters.

For Zone-II (Phase-3 Tube well ) 2 sets (1 as standby) of having Discharge 9.95 LPS each with Head = 75.46 Meters.

For Zone-III (Phase-1 Tube well ) 2 sets (1 as standby) of having Discharge 7.00 LPS each with Head = 94.29 Meters.

For Zone-III (Phase-2 Tube well ) 2 sets (1 as standby) of having Discharge 7.00 LPS each with Head = 89.67 Meters.

For Zone-III (Phase-3 Tube well ) 2 sets (1 as standby) of having Discharge 7.00LPS each with Head = 103.51 Meters.

Supply Installation Testing & Commissioning at site with automation (To be paid separately as per item no. 4) of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby), necessary piping including common header and alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge.

for Zone-I, ( Dadour side) 2 sets (1 as standby) of having Discharge 9.59 lps each with 52.94 m head

for Zone-I, ( Kansa side) 2 sets (1 as standby) of having Discharge 5.57 lps each with 31.34 m head

for Zone-II, 2 sets (1 as standby) of having Discharge 29.86 lps each with 200.15 m head

for Zone-III, 2 sets (1 as standby) of having Discharge 23.15 lps each with 209.31 m head

Laying , jointing, testing and carriage in trenches galvanised mild steel tubes screwed and socketed conformining to IS :1239 of following class including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) as per relevent data sheet and scope of work.

25 mm ( Light class )

32 mm ( Light class )

40 mm ( Light class )

50 mm ( Light class )

65 mm ( Light class )

80 mm ( Light class )

100 mm ( Light class )

125 mm ( Medium class )

150 mm ( Medium class )

Providing and fixing at site of Gun Metal Wheel Valve of approved make with in all leads and lifts complete in all respect.

Providing and fixing at site of Cast iron Sluice Valve of approved make of various diameters as per IS-14846:2000 with in all leads and lifts complete in all respect.

Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads & lifts.

Brick work using common burnt clay building bricks in superstructure in cement mortar 1:6 (1cement:6sand ) in all leads and lifts. (1st class bricks)

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as togive a fair finish including centring,shuttering ,strutting and propping et c.with wooden battens and ballies height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu reinforced concrete and plain concrete work in:

i) Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness in all leads & lifts.

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

i) suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in all leads & lifts.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level in all leads & lifts.

Cement concrete flooring 1:2:4 (1 cement:2 sand:4 graded stone agg.20 mm nominal size) laid in one layer finished with a floating coat of neat cement 40 mm thick in all leads and lifts.

15 mm thick cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering upto floor two level brick/concrete/stone walls for interior plastering upto floor two levels including arrises internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smoothing cement mortar 1:3 (1cement:3 sand) in all leads and lifts.

Providing and fixing at site of Steel/fibre reinforcement concrete (SFRC) manhole cover with frame conforming to IS-12592 (Part - I)-1998 with latest ammendments 560 mm dia in all leads and lifts.

Medium Duty

Providing and Fixing at site Cast Iron Fire Hydrant as per IS:908 Fig. IA ( complete) 80 mm diameter including sluice valve, duck foot bend. Riser, coupling + cap, chain, nut bolt and rubber packing etc. in all leads and lifts.

Unipro Techno Infrastructure Pvt Ltd

R K ENGINNERS SALES LTD