Providing Gravity Water Supply Scheme to Samote and other multi village for part of Bhattiyat block tehsil Sihunta (Zone-1st) and Providing Lift Water Supply scheme to Census village Sarna, Saloh, Chulari etc. and adjoining area in tehsil Bhattiyat D

Amount

CIVIL WORK:-Design and Construction of RCC head weir of 5.00 mtr long on Khatta Nallah along with Intake Chamber in concretemix of M-30 grade with proper inlet , outlet arrangements of adequate size as per proper design and drawing complete in all respects including cost of excavation and development of site to the entire satiisfaction of engineer in charge and vetted from deemed universities like IIT/NIT/PEC. ( Data Sheet No.10)

Design and Construction of RCC Desilting Tank at RD 9800.00 rmt. based on geotech investigation involving Planning ,evolution of hydraulic and structural design and construction of sub structure and super structure of gravity type dam with suitable provision for spillway, energy dissipaters, chute blocks, basin blocks, dentated sills alog with wing walls, sluice gates with steel flushing pipes of 125mm dia having proper upstream and down stream aprons, cut off walls, wire crate work at the down stream of weir and any other necessary appurtenances contingent complete in all respects. ( Data Sheet No.15)

Design, construction, testing and commissioning of 0.62 MLD Water purification Treatment Plant in shape of slow sand filter including cost of site development to adjust hydraulic levels as per contour plan and structural requirement cost of construction of civil works, laying of all interconnecting G.I./ MSERW pipe and scouring arrangement from all units with disposal of the same to appropriate place i.e. near by Nallah/ Khad/ Natrual drainage, valve,fitting and all other contingent works capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes construction of Raw Water Tank, Sedimentation Tank, Slow sand filter, Clear Water Tank, Inter connecting path, (1.20 metre wide). The design of various units shall confirm to the relevant BIS codes. All the hydraulic structure shall be designed and constructed in RCC M-30 design shall be carried out as per design shall be carried out as per design parametre. ( Data Sheet No.12)

Design and Construction of RCC Trench/head weir of 20.00 mtr long on Kalam khad along with Sump well in concrete mix of M-30 grade with proper inlet , outlet arrangements of adequate size as per proper design and drawing complete in all respects including cost of excavation and development of site to the entire satiisfaction of engineer in charge and vetted from deemed universities like IIT/NIT/PEC. ( Data Sheet No.11)

Design, construction, testing and commissioning of 0.37 MLD Water purification Treatment Plant in shape of slow sand filter including cost of site development to adjust hydraulic levels as per contour plan and structural requirement cost of construction of civil works, laying of all interconnecting G.I./ MSERW pipe and scouring arrangement from all units with disposal of the same to appropriate place i.e. near by Nallah/ Khad/ Natrual drainage, valve,fitting and all other contingent works capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes construction of RCC Mix M-30 of Raw Water Tank, Sedimentation Tank, Slow sand filter, Clear Water Tank, Inter connecting path, (1.20 metre wide). The design of various units shall confirm to the relevant BIS codes. All the hydraulic structure shall be designed and constructed in RCC M-30 design shall be carried out as per design shall be carried out as per design parametre. ( Data Sheet No.13)

Design and Construction of Pump House cum Chowkidar quarter having 63.00 Sqmt Plinth area and 3.30 Mtrs. height complete in all respect. The pump house shall be aesthetically designed (to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting, painting and distempering, precast terrazo tile flooring, wooden frames and panelled & glazed shutter for doors & window and other allied items. The doors & window shall be in double shutters and M.S grills for window and internal wiring shall be in PVC conduit. All work shall be conforming to relevent IS code and to the entire satisfaction of Engineer-in- Charge. ( Data Sheet No.14)

Excavation in foundation trenches etc. in earth work in all kinds of soil such as spade work,pick work,jumper work, blasting work, chieselling work, Kankar, mooram singles including decomposed in soft/hard work,chieselling/ wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundtion and sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and levelled and shoring to its original shape complete in all respect, including all leads and lifts and as per the entire satisfaction of Engieer-in-Charge.(Pick work = 50% Jumper Work = 50%). Restoration of metalled surface to its original condition shall be paid for separately.

Providing and laying cement concrete 1:3:6 mix (one cement :Three sand :six stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts.

Providing & laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40 mm nominal size ) with 15% plum and curing complete excluding cost of form work in retaining walls / breast walls the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D Specification.as per the direction of the Engineer-in-charge with in all lead & lifts.

Foundation ,footing bases of column and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charges.

Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the Engineer-in-charge with in all lead & lifts.

P/L P.V.C. Pipe 100 mm Dia complete for weep holes as per the Direction of the Engineer-in -Charge.

Steel work welded in built-up section,trusses and framed work including cutting housting, fixing in position and applying a primering coat of red lead paint in beams joists channels, angle cleets as in main and cross beam, hip and jack rafters, purlins connected to common rafters, and like within all leads and lifts as per the direction of Engineer-in- Charge.

Supplying & fixing galvanised mild steel barbed wire (IS: 278-1962 Type-I) weightng 9.38 Kgs per 100 metres (minimum) straining and fixing to any type of standard rails straining bolts including securing with and provision of galvanised mild steel wire stapples or steel pipe etc. complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.

2nd class brick masonry in square or rectangular pillar in cement mortor 1:6 (One cement: Six sand ) as per direction and to the entire satisfaction of Engineer- in-Charge with in all leads and lifts. ( For Gate)

Providing and fixing MS sheet 1mm thick Garrage door with frame i.e. 40x40x6 mm angle iron 3.15mm thick sheet plate at junction and corner all necessary fitting complete including priming coat of lead paint as per direction and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.

Main Balancing Reservior and Sector Reserviors:- Survey , 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,bulk meter/ flow meter 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 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No.1)

C/O MBR1,SR1, 25000 Liter capacity at Node No:-04 of phase-1st.

C/O MBR1-SR2, 30000 Liter capacity at Node No:-28 of phase-1st.

C/O MBR1-SR2, 20000 Liter capacity at Node No:-43 of phase-1st.

C/O MBR1-SR2, 20000 Liter capacity at Node No:-50 of phase-1st.

C/O MBR1-SR2, 30000 Liter capacity at Node No:-51 of phase-1st.

C/O SR 75000 Liter capacity at Node No:-52 of phase-1st.

C/O MBR1,SR1, 25000 Liter capacity at Node No:-53 of phase-1st.

C/O MBR1,SR1, 60000 Liter capacity at Node No:-56 of phase-1st.

C/O MBR1,SR1, 25000 Liter capacity at Node No:-55 of phase-1st.

C/O SR 25000 Liter capacity at Node No:-110 of phase-2nd..

C/O SR 10000 Liter capacity at Node No:-46 of phase-2nd..

C/O SR 35000 Liter capacity at Node No:-28 of phase-2nd..

C/O MBR1 135000 Liter capacity at Node No:-1 of phase-2nd..

Schedule A2-Pumping Machinery and Electrical Works :- Pumping Machinery Sump well To Water Treatment Plant.(Booster Stage.)

PUMPING MACHINERY SUBMERSIBLE:Supply of star rated enrgy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly.The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Ist stage) For detailed design parameters/ requirements are given in Below. ( Data Sheet No.6) Total Head=36.290 mtr Discharge required from each pump.5.85 L.P.S.

Pumping Machinery Pump house to Above Village Draman.

PUMPING MACHINERY CENTRIFUGAL:-Supply ,Installation ,Testing & Commissioning of star rated enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze impellers, priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage TEFC/CACA energy efficient motors of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972.. ( Data Sheet No.7) Total Head=667.69 mtr Discharge required from each pump.6.73 L.P.S.

Rising Main Sump well To Water Treatment Plant.( Booster Stage.)

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 in trenches of mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3183-2007 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.( Data Sheet No.4)

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 6.0mm, From RD 0 to 500

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 5.20mm, From RD 500 to 1000

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80 mm, From RD 1000 to 1500

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, From RD 1500 to 2000.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, From RD 2000 to 2500.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, From RD 2500 to 3000.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, From RD 3000 to 3350.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, From RD 0 to 60.

Providing and welding M.S. flanges at 5% joint flanged, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end MSERW pipe /GI pipe by two layers on outer faces and one layers on inner face to make the joint leak proof (The cost of providing and laying of MSERW /GI pipes and butt welded joint to be measured and paid for separately). 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 including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 6.0mm, Flange Table-38 From RD 0 to 500

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 5.20mm, Flange Table-34 From RD 500 to 1000

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table- 34 From RD 1000 to 1500

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-28 From RD 1500 to 2000.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-28 From RD 2000 to 2500.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-17 From RD 2500 to 3000.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-17 From RD 2500 to 3000.

GMSERW Pipe 100mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-17 From RD 2500 to 3000.

Providing Cast steel flanged sluice valve Class ASA 150 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

Providing Cast steel flanged Reflux valve Class ASA 150 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

Gravity Mains & Distribution System 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.

Providing, laying, jointing with circumferential butt joints by electrical arc welding( welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of Jindal/Surya Roshani/Tata/AST or of approved rate contract of DGS and D/HP Govt make of following diameter confirming to IS:1239:1990 (Part-ii) (latest with upto date amendements having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and fabrication of reducers tapers all short pieces, bends ect as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints dully welded in three layers( two inner and one outer) wherever required as per engineer- in charge (earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operations such as cutting, welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect tp the entire 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 welding electrodes shall be as per IS 814 of Advani Overlikon/over cord s/s make. The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe) made from the parent tube shall be provided anti corrosive treatment by applying two coats of anti corrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also include entire carriage of material, flushing, cleaningand hydraulic testing DP testof butt welded joints complete in all respect and to the entire satisfaction of Engineer in Charge with in all leads and lifts ( Data Sheet No.5)

G.I. Pipe 125 mm dia medium grade IS-1239-PART-I-2004 wall thickness 4.50 mm from RD 0 to 11800

G.I. Pipe 125 mm dia medium grade IS-1239-PART-I-2004 wall thickness 4.50 mm from RD 0 to 300 (Coneyence main)

Providing MS flanges (In pairs) for the joints of G.I. pipes mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge.

Gravity main Rd 0 to 2900 & RD 9800 to 11800 Flange table 05

Gravity main Rd 2900 to 6000 Flange table 17

Gravity main Rd 6000 to 9800 Flange table 28

G.I. Pipe 125 mm dia medium grade IS-1239-PART-I-2004 wall thickness 4.50 mm from RD 0 to 300 (Coneyence main) Flange table-5.

Providing,laying and jointing testing in trenches galvanised mild steel tubes screwed and socketed and plain ended with butt welded joints. ISI marked conforming to IS: 1239( latest with upto date ammendments) including tube fittings 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). Negative tolerance in thickness and mass will not be accepted.( The diameter and class/ material of pipe are indicative since the re-survey and re-design of proposal/scheme to be carried out by lowest bidder. The design /drawing so approved by the competent authority after finalisation of design and drawing, any variation in size of pipe, material, pipe class, wall thickness, jointing, valves, specials etc. the rate shall be worked out in pro rata basis after approval from competant authority and will be paid accordingly).

20mm dia ( Light Class)

25mm dia ( Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

100 mm dia (Light Class)

ARUNESH GUPTA

National India Construction Co.

Unipro Techno Infrastructure Pvt Ltd

HILL CONSTRUCTION AND ENGINEERING CO. SOLAN

HYDRAULIC ENGINEERING COMPANY