Himachal Pradesh Irrigation And Public Health Department Tender

Providing and fixing three phase panel board of BS/L&T make with Amp meter, volt meter, over load relay, kit kat, indicator set MCCB etc. complete in all respect and to the entire satisfaction of Engineer-In-Charge

Providing and fixing submersible cable 2.5mm² of L&T/Havells make and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing rope wire 6mm² dia situable to wear the weight of submersible motor pumps set and pipe etc. including in all leads and lifts.

P/F horizontal nipple connected for submersible pump and riser pipes in all leads and lifts.

P/F clamp of 65 mm dia to supports submersible pump set.

Providing and Fixing of panel box made of MS Sheet angle angle of size of 40x40x6 mm including painting along with MS Shutter to accommodate the panel including in all lead and lifts and to the entire satisfaction of Engineer-In-Charge

Earthing with copper earth plate 600mmx600mmx6mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.

Providing installation, testing, commissioning of horizontal spindle horizontal pumping machinery split casing/end suctions (backpull out arrangement) single/double/ multistages centrifugal pump or combination of pump in series/parrallel of Mather & Platt/ KSB/Kirloskar make as per BIS-1520-1980/IS: 5659-1970 with upto date ammendments, read with IS: 9137-1978 or latest edition suitable for lifting Clear water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squarrel cage/ slippering drip proof induction motor of standard make such as Kirloskar/ Crompton/NGEF and suitable for operation on 400 (+)/(-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with upto date ammendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:- PLEASE REFER TO DATA SHEET FOR ITEMS NO. 9.01 to 9.15

Excavation in foundation and trenches etc. up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/ hard rock, chiseling/wedging out of rock 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 materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled 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 the Engineer-in-charge. (Anchor block)

Providing,Laying , jointing & testing of MSERW pipe as per IS:3183-2007,in trenches of below mentioned diameter in a radam length of 4 - 6 mtr. including anticorossive treatment and remaining other Circumferencial Butt Welded joints by electrical arc welding to required dia MSERW Pipe welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS : 816-1969 specifications, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS:814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.The pipe shall have zinc coated inside and outside confirming to IS-4736-1986 or latest with up to date amendments (The earth work in trenches, MS Flanges butt welding to be measured and paid for separately)

MSERW pipe 80mm dia wall thickness 5.50mm thick

MSERW pipe 80mm dia wall thickness 4.80mm thick

Laying,jointing & testing of below mentioned GMS tube every fifth joint flanged with ms flange (is:6392-1971) & remaining four joint of butt welding complete in all respect within all leads & lifts as per entire satifaction of engineer in charge. (the cost of flanges.butt welds joint to be measured & paid for separately)

Booster stage 65mm dia (M.C) RD 0 to160

1st stage: 80mm dia (H.C) from RD 1060 to 1730

80mm dia (M.C)from RD 1730 to 2130

80mm dia (M.C) from RD 2130 to RD 2520

Providing & welding of MS flanges at suitable point cofirming to following table as per is ( is:6392-1971) (latest with upto date amendments) with ta plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof ( the cost of providing and laying of GMS/MSERW pipe to be measured and paid for seprately). the welding of flanges should conforn to is:816-1969 with electrodes as per is:814-1991 and required of nuts and bolts conforming ti is:1364. including the cost of gasket sheet not less then 3.00mm conforming to is:2712-1998. the work shall be done to the entire satisfaction of the engineer-in-charge wiht in all lead and lift.

Booster stage 65mm dia (Bore well from RD 0 to 88 table-17

65mm dia RD 88 to 160 table-17

1st stage: MSERW Pipe 80mm dia from RD 0 to 340 table-34

MSERW Pipe 80mm dia from RD 340 to 1060 table-34

MSERW Pipe 80mm dia from RD 1060 to 1730 table-28

GMS tube 80mm dia from RD 1730 to 2130 table-17

GMS tube 80mm dia from RD 2130 to 2520 table-5

Providing Circumferencial Butt Welded joints by electrical arc welding to various dia GI Pipes medium / heavy class, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Booster stage: GMS tube 65mm dia from RD 88 to 160

1st stage: GMS tube 80mm dia from RD 1060 to RD 1730

GMS tube 80mm dia from RD 1730 to 2520

Providing Circumferencial Butt Welded joints by electrical arc welding to various dia MSERW Pipes welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

80 mm dia 5.5 mm thick from RD 0 to 340

80 mm dia 4.8 mm thick from RD 340 to 1060

Providing and fixing of double flanged cast steel sluice valve of class ASA-300 Leader/ Kirloskar/KSB make as per BS: 1414-API-600 with upto date amendements including nuts and bolts, fibre seat along with providing and welding in requisite layers of flange table-34 on both side of rising main 65mm dia with in all leads andlifts and as per direction of the Engineer-in-charge.

80mmdia flange table-34 ASA-300

Providing and fixing double flanged cast steel non return valve class ASA-300 Leader/ Kirloskar/KSB make as per BS: 1868-API-600 with upto date amendements including nuts and bolts, fibre seat along with providing and welding in requisite layers of flange table-34 on both side with in all leads and lifts and as per direction of the Engineer-in-charge Total Head:

80 mmdia flange table-34 ASA-300

Providing and fixing Cast Iron Sluice valve of Kirloskar/Leader/Kartar make and 65 dia.for common header and capable of with standing following normal seat pressure conforming to latest ammendments.

65mm dia flange table-5 PN-1.60

Providing and fixing Cast Iron Non return Valve ,Follwing PN of Kirloskar/Leader/ KSB make and 65 dia.for common header and capable of with standing following normal seat pressure conforming to latest ammendments.

65mm dia flange table-5 PN-1.00

Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all depths and to the entire satisfaction of the 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 centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 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 :-

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.

Providing laying of tor steel reinforcement for RCC work including bending binding cutting and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.