Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date9 Sep 2020
Closing Date24 Sep 2020
Tender Amount₹ 17,52,02,227
Costs
EMD
₹ 17,84,522Document Cost
₹ 2,500Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2020_HPIPH_40494_1Bid Award Id
ViewTender No
JHT-BLP03-782Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Pump house 1 No. 178.65 sqm
178.65
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Main Balancing Reservior and Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground / over head 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 (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all allied 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, bends etc. 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, MS Manhole covers of 2 mm thick MS sheet of size 680 x 680 mm 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 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Refer Data sheet No. 3 for further details). i/c design, drawing & vetting complete in all respect.
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Main storage tank 229000 Litre capacity at Node No. 1
1
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Sector storage tank 17500 Litre capacity at Node No. 4
1
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Sector storage Over Head Tank 10 Metre staging height 19800 Litre capacity at Node No. 5
1
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Sector storage tank 11700 Litre capacity at Node No. 7
1
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Sector storage tank 12000 Litre capacity at Node No. 8
1
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Sector storage tank 20500 Litre capacity at Node No. 9
1
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Sector storage Over Head Tank 10 Metre staging height 88100 Litre capacity at Node No. 10
1
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Sector storage tank 10000 Litre capacity at Node No. 10A
1
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Sector storage tank 32500 Litre capacity at Node No. 11
1
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Sector storage tank 19400 Litre capacity at Node No. 14
1
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Sector storage Over Head Tank 10 Metre staging height 15600 Litre capacity at Node No. 16
1
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Sector storage tank 10000 Litre capacity at Node No. 19
1
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Sector storage tank 11400 Litre capacity at Node No. 21
1
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Sector storage tank 13300 Litre capacity at Node No. 23
1
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Sector storage tank 11300 Litre capacity at Node No. 24
1
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Sector storage tank 11900 Litre capacity at Node No. 25
1
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Sector storage tank 11300 Litre capacity at Node No. 26
1
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Sector storage tank 51300 Litre capacity at Node No. 27
1
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Sector storage tank 53800 Litre capacity at Node No. 28
1
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Sector storage tank 40400 Litre capacity at Node No. 29
1
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Sector storage tank 15000 Litre capacity at Node No. 31
1
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Sector storage tank 15000 Litre capacity at Node No. 32
1
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Sector storage tank 10000 Litre capacity at Node No. 37
1
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Sector storage tank 81400 Litre capacity at Node No. 38
1
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Sector storage tank 40400 Litre capacity at Node No. 39
1
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Sector storage tank 41100 Litre capacity at Node No. 40
1
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Sector storage tank 20500 Litre capacity at Node No. 41
1
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Sector storage tank 23000 Litre capacity at Node No. 42
1
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Sector storage tank 19600 Litre capacity at Node No. 43
1
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Sector storage tank 10000 Litre capacity at Node No. 45
1
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Sector storage tank 10000 Litre capacity at Node No. 500
1
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Sector storage tank 10000 Litre capacity at Node No. 671 A
1
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Sector storage tank 242100 Litre capacity at Node No. 900
1
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Sector storage tank 43700 Litre capacity at Node No. 1112
1
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Sector storage tank 40200 Litre capacity at Node No. 1048
1
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Sector storage Over Head Tank 10 Metre staging height 51100 Litre capacity at Node No. 1049
1
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Sector storage tank 11400 Litre capacity at Node No. 1024
1
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Sector storage Over Head Tank 10 Metre staging height 46100 Litre capacity at Node No. 965
1
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Sector storage tank 119500 Litre capacity at Node No. 901
1
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Sector storage Over Head Tank 10 Metre staging height 63600 Litre capacity at Node No. 1049 A
1
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CONSTRUCTION OF THRUST BLOCKS (i/c design, drawing & vetting complete in all respect)
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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 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 , 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 complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge.
163.17
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Providing and laying cement concrete 1: 3 : 6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth complete in all respect as per direction of Engineer in charge.
8.82
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Providing form work of steel shuttering with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to fair finish including centring, shuttering floor two ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced conerete and plain concrete work in:-
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Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses up to 4.00 metre height for vertical surface.
322.92
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Providing and laying cement concrete 1:2:4 ( 1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- Foundation , footings & bases of columns and the like mass concrete with in all leads and lifts complete in all respect.
96.55
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Providing mild steel / Tor steel reinforcement for RCC work including cutting, bending, binding and placing in position complete upto floor two level. Tor Steel in all leads and lifts.
6758.5
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CONSTRUCTION OF 1 No. BP TANK
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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 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 , 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 complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge.
1.62
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Providing and laying cement concrete 1: 4 : 8 ( 1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth complete in all respect as per direction of Engineer in charge.
0.34
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Providing and laying cement concrete 1:1.5:3( 1 cement : 1.5 sand : 3 graded crushed stone aggregate 20mm nominal size ) and curing complete excluding cost of form work in:-
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foundation & plinth with in all leads and lifts.
0.34
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walls any thickness but not less than 0.1 mtrs. thickness attached pillasters , plinths and string courses etc.from top of foundation level upto floor two level including all leads and lifts .
0.44
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Providing form work of steel shuttering with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to fair finish including centring, shuttering floor two ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced conerete and plain concrete work in:-
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Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses up to 4.00 metre height for vertical surface.
6.4
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Flat surfaces such as soffits of suspended floor, roofs, landings & the like.
0.54
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15mm Thick cement plaster in single coat of rough sides of bricks/ 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) in all leads and lifts.
6.8
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Providing and laying cement concrete 1:2:4 ( 1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in
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Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresumers and cantilevers upto all floor two level .
0.15
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Providing mild steel / Tor steel reinforcement for RCC work including cutting, bending, binding and placing in position complete upto floor two level. Tor Steel in all leads and lifts.
74.7
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Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 40x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm i/c cost of welding charges,carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge.
1
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CONSTRUCTION OF APPROACH ROAD TO WATER TREATMENT PLANT
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Execavation in soil in filling area by mechnical means including cutting and trimming of side slopes and disposing of execavated earth with a lift up to 1.50 mtrs and and complete in all respect with in all leads and lifts.
14379.75
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Preparation of sub-grade by dressing to camber (Earth work for the cutting involved for sub-grade to be measured and paid for separately) depending upon the classification of soil complete as per HP.PWD, Specification including carriage of material with in all leads and lifts and other incidental as per the direction of Engineer-in Charge.The rates includes octroi, royality Malkhana , Toll tax , GST or other taxes imposed by the Government.
2814
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Consolidation of sub-grade with road roller including making good the undulation etcetera with earth or quarry soil etcetera and re-rolling the sub-grade completed as per HP.PWD., specification ,including carriage of material with in all leads and lifts and other incidental as per the direction of Engineer-in Charge.The rates includes octroi, royality Malkhana , Toll tax , GST or other taxes imposed by the Government.
2814
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Providing laying , spreading and compacting stone aggregates of broken crushed of specific sizes 90 mm to 45mm(Ninety millimetre to forty five millimetre ) by manual means Grading-I 100mm (One hundred millimetre) consolidated thick water bound macadam specifiction including spreading in uniform thickness using template , hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming , graded crushed stone screening type -A of size , 13.2 mm (Thirteen point two millimetre) nominal size at the rate of 0.27 cubic metre (Zero point twenty Seven cubic metre ) per 10 square metre (Ten square metre ) 0.08 cum.(Zero point zero eight cubic metre per ten square metre to fill up the interstices of course aggregate watering and compacting to the required density of grading -1 as per Technical Specifications 2014Clause 405 ,including carriage of materials within all leads and lifts and other incidentals..The rate includes octroi, royality Malkana toll tax , GST or other taxes imposed by the Government.
281.4
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Providing laying , spreading and compacting crushed stone aggregates of specific sizes 63 mm to 45mm(Sixty three millimetre to forty five millimetre ) by Mechanical means Grading-II ,75 mm (Seventy five millimetre) consolidated thick water bound macadam specification including spreading in uniform thickness using template , hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming , graded crushed stone screening type -B of size , 11.2 mm (Eleven point two millimetre) nominal size at the rate of 0.20 cubic metre (Zero point twenty cubic metre ) per 10 square metre (Ten square metre ) and binding material @ 0.06cum. (Zero point zero six cubic metre Per 10 (Ten)square metre to fill up the interstices of course aggregate watering and compacting to the required density of Grading-2 as per Technical Specification ,2014 clause 405,,including carriage of materials within all leads and lifts and other incidentals..The rate includes octroi, royality Malkana toll tax , GST or other taxes imposed by the Government.
192.15
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Preparation and surface treatment of formation by ramming mud and slurry watering to the extent needed as the make in design moisture content trimming to the required level grade perform and rolling with three wheel 80/100 mt static roller complete.
2562
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg ( Zero point seven - One Kilogram) per square metre using mechanical means as per MORD 2014 Technical Specification 2014 Clause 502 including carriage of materials , machinery toolsa and plants within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rate includes octori, royality, malkhana, toll tax, goods and services tax or other tax imposed by the government.
2562
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Providing and laying spreding & rolling of open graded premix carpet of 20 mm (Twenty milimeter) thickness composed of 13.2 mm to 5.6 mm (Thirteen point two to Five point six milimeter) crushed stone aggregates as per MORD Technical specification 2014 table 500.9 using CRRI.BITCHEM of 2.0 to 2.30 kg (Two point zero to two point thirty kilogram) per sqm bitumen amulson of medium setting (MS) grade as per MORD Technical Specification 2014 clause 506.2.2.1, to required line grade and level to serve as wearing course on a previously prepared surface as per clause 503. including prepration of binder as per MORD Technical specification 2014 clause 506.2.4.2, mixing in a suitable cold mixplant or concrete mixture as per MORD clause 506.2.4.6, rolling with a smooth wheel tandem roller of 80 to 100 KN static weight and wheel should be free from any fuel/ lubricanting oil finished to required level and grades, to be followed by seal coat of type-B As direction by Engineer-in-Charge. including carriage of materials , machinery tools etc within all leads and lifts and other incidentals. The rate includes octori, royality, malkhana, toll tax, goods and services tax or other tax imposed by the government.
2562
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510. By manual means including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge. The rate includes, octroi, Malkhana , Toll tax , Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, leavy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.
2562
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Schedule A2 -Pumping Machinery and Electrical works Providing/Installation, erection, testing and commissioning of star rated energy efficient Mono Submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS raw water Code . 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 & 1450 RPM or as per manufacturer's specifications of reputed make confirming 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 rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. For detailed design parameters/ requirements are given in ( Refer Data sheet No. 7 for further details). Curve chart including design drawing and complete in all respect. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header 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 and instruction of 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.
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Booster stage :- 2 sets (1 working & 1 stand bye) (12.04 LPS each pump with Head of 54.92 Mtrs. - 2 set of 20 HP)
2
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PUMPING MACHINERY CENTRIFUGAL :- Providing/Installation, erection, Testing & Commissioning of star rated energy 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 with 2.5% Nickel impellers, priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS: 410/AIS 1431 Chrome in plated with cast iron casing coupled directly through a flexible coupling on a MS base plate to squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/ BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven and suitable for operation on 440 V LT, 50 cycles /second 3 phase AC electric supply. 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. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Soft Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header 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 and instruction of 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.( Refer Data sheet No. 8) curve chart including design drawing and complete in all respect.
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1st stage:- 2 sets (1 working & 1 stand bye) ( 12.04 LPS each pump with Head of 482.40 Mtrs. - 2 set of 150 HP) The Total Head indicated above is at Main Balancing Reservoir (MBR). The Pumping Machinery is also supposed to cater for the requisite discharge at desired duty point . Necessary Make and Model of the pump with Characteristic Curves should accompany the technical bid of the bidder.
2
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Schedule A3 - Rising Main ( ReferData Sheet No 4 for further details. 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.
3211
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Providing, laying, jointing and testing of GMSERW pipe of following dia meters confirming to ISO 3183-2007, (latest with upto date amendments) having wall thickness and grade as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 5 to 7 meters, including manufacturing reducers / tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall 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 IS:4736-1986 (with upto date ammendments) with mass of Zinc Coating shall be as per relevent code .The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/LT or IS marked make. Negative tolerance in thickness and mass of pipes will not be accepted.The rates also includes entire carriage of material ,flushing ,cleaning and hydroulic testing complete to the best satisfaction and direction of Engineer-in-Charge with in all leads and lifts. (earth work intrenches shall be measured and paid for seprately ) 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 on Prorata basis after approval of the competant authority and Bill paid accordingly) The head and length of the rising main required shall be rechecked by the bidder at the proposed site i/c drawings design & vetting complete in all respect.
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BOOSTER STAGE GMSERW pipe 150 mm dia with wall thickness of 4.80 mm of L 210 or A grade at RD 0/0 to RD 250
250
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Ist stage GMSERW pipe 150 mm dia. with Wall thickness of 5.20 mm of L 290 or X 42 Grade at Ist Stage RD 0/0 to RD 810
810
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GMSERW pipe 150 mm dia. with Wall thickness of 4.80 mm of L 290 or X 42 grade at Ist Stage RD 810 to RD 4950
4140
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Providing circumferencial Butt welded joints by electrical arc welding to GMS/GMSERW 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 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.
-
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GMSERW pipe 150 mm dia of L 210 or A grade at RD 0/0 to RD 250
45
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GMSERW pipe 150 mm dia. of L 290 or X 42 grade at Ist Stage RD 0 to RD 4950
784
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Providing and welding M.S. flanges at suitable points to be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/GMSERW pipe in requsite ( minimum three) number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMSERW pipes to be measured and paid for separately). The welding of flanges should confirm 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 3.00 mm confirming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
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GMSERW pipe 150 mm dia RD 0 to 1200 Flange Table 34
10
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GMSERW pipe 150 mm dia RD 1200 to 3900 Flange Table 28
23
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GMSERW pipe 150 mm dia RD 3900 to 4150 Flange Table 17
2
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GMSERW pipe 150 mm dia RD 4150 to 4900 Flange Table 5
7
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GMSERW pipe 150 mm dia RD 0/0 to 250 Flange Table 5 (booster stage)
2
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Providing and fixing double flanged Cast Steel Non Return / Reflux Valves of following diametres of BS: 1868-API-600 latest with uptodate ammendments of Leader/Kirloskar/KSB make of capable to with standing normal seat pressure as per class including cutting, welding, providing and fixing rubber/asbestos gasket sheet of 3mm thick as per IS: 2712-1979 and providing and fixing MS nuts and bolts as per suitable table of required number includig carriage of material in all leads and lifts as per direction of Engineer-in-Charge.
-
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150 mm dia Class ASA 300
1
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150 mm dia Class ASA 150
1
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Providing and fixing cast steel air valve (Isolating type) Double orifice with rubber ball 25 mm dia of Leader/ Kirlosker/ KSB make confirming to BIS:14845 with upto date amendments as per suitable class in rising mains as per direction and to the entire satisfaction of Engineer-in-Charge.
10
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Schedule A4- Gravity Mains & Distribution System( Refer Data Sheet No 5 for further details) Excavation in foundations and trenches etc.(for pipes and pits in all depths etc. in all kind of soils such as pick work,,jumper workblasting in soft/hard rock, chiselling/wedging out of rock where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returing the stacked soil in 15cm layers when required into plinths sides of foundation and trenches etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge with in all leads and liftsincluding uprooting of trees, dressing of beds and sides and preparation of sub grade,restoration of unmetalled/metalled/ paved surfaces to its original conditions including soring,strutting,timbering and dewatering where ever required providing diversions for traffic,fixing night signals, fixing caution boards, crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in charge.
26699.6
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Providing Laying, jointing in trenches and testing GMS Pipes jointed with 5% joint flanged and remaining butt welded joints of below dia mtr i/c the cost of bends etc. complete as per IS:1239- 2001 (Latest up tom date amendments) as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters with plain ends. The Butt welded joints & MS Flanges are to be provided as per table given below confirming to IS:6392 - 1971 and welding of flanges with electrodes as per relevants codes including required number & size of nuts and bolts as per relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevant codes. The welding of flanges to be done on both faces in three layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be confirmed to IS: 5822-1994 and as per CPHEEO manual and will include cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect . (Earth work in trenches, Flanged joints & Butt weld joints to be measured and paid for separately )
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GMS pipe 100 mm dia Medium Class of wall thickness 4.50 mm with flange table 5
4025
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Providing circumferrencial Butt welded joints by electrical arc welding to GMS/GMSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS: 816-1969 specifications, by using welding electrodes confirming 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.
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GMS pipe Medium Class 100 mm dia
637
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Providing and welding M.S. flanges at suitable points with butt welded joint, confirming to following tables as per IS 6392-1971 (Latest with upto date amendments) with 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 pipes to be measured and paid for separately). The welding of flanges should confirm to IS : 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts confirming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm confirming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
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GMS pipe Medium Class 100 mm dia from RD 0 to 4025 MS Flange Table 5
34
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Providing , Laying, jointing in trenches and testing galvanised mild steel tubes of following dia as per IS:1239-1990 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, air valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.
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32 mm Light Class
4450
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40 mm LightClass
16140
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50 mm Light class
11820
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65 mm Light class
14270
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80 mm Light Class
20960
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40 mm Heavy class
2950
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Providing and fixing double flanged cast iron sluice valve of following dia and class as per IS:14846 (PN-I.00) Leader/Kirloskar make including MS flange of Table-5 as per IS: 6392-1971 with welding of MS flanges in requisite ( three) layer on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge.
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40 mm
6
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50 mm
7
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65mm
8
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80 mm
8
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100 mm
1
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Schedule A 5- Distribution System( Refer Data Sheet No 6 for further details) Excavation in foundations and trenches etc.(for pipes and pits in all depths etc. in all kind of soils such as pick work,,jumper workblasting in soft/hard rock, chiselling/wedging out of rock where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returing the stacked soil in 15cm layers when required into plinths sides of foundation and trenches etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge with in all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub grade, including providing diversions for traffic,fixing night signals, fixing caution boards, crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in charge.
18186.47
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Providing , Laying, jointing in trenches and testing galvanised mild steel tubes light class of following dias as per IS:1239-1990 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, air valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.
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20 mm
7565
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25 mm
15300
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32 mm
24240
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40 mm
14390
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50 mm
2140
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65 mm
310
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Schedule A6- Operation and Maintenance (Refer Data Sheet No 11) Operation and maintenance of scheme from source to main/ sector storage tank/ gravity mains, distribution mains etc. and to keep all structure/ machinery/ facility in proper working. O&M includes the regular i.e, daily supplying of designed/ required quantity of potable water having water quality as per of water supply to the beneficiaries of the scheme up to main storage/ delivery tank from above mentioned source to water treatment plant , main/ sector storage tanks at different locations as per plan and repair and maintenance of main lines, gravity lines and entire distribution mains of scheme. Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/ damaged parts of pumping machinary, pipe line, valves and electrical, mechanical, requirements, regular cleaning of all structure like storage tanks, sump wells, intakes, channel;s, collection/distribution channels/ pump house etc. and disposal of same as per the direction of engineer-in-charge, fixing/repairing/leakage in structure channels, pipe line pumping machinary etc. proper distribution of treated water and regular testing of water samples at required stages of treatment and lift. Maintaining log book of running of pumping mechniery register for samples reports and consumption of chemicals. Keeping regular and proper record of water quantity and quality, repair & maintenance work chemical dosing and time and hours of run of pumping machinary, removed of all kind of slips, slush, up-rooting of unwanted grass, shrubs, weeds etc. growing near the structure and keeping the area neat and clean to the entire satisfaction of engineer-in-chrage, planting, and maintenance plant of the flowers/ trees around the pump house treatment unit storage tanks/ sump well etc. as per the entire satisfaction of the engineer-in-charge including the cost of procurement of adequate and proper tools and plants, skilled and un-skilled manpower, spare parts, oil/grease/lubricants, chemicals for water treatment and all kinds of regents required for water sample testing re-filling of gaseous cyclinders i/c mechanical & head load carriage etc and making stand by arrangement all times, instruments, equipments, stationery and any other material etc. required for O&M excluding the cost of energy charges. All the operation shall be carried out as per the CPHEEO manual of the water supply and treatment (latest addition) HP PWD/ JSV specification, HP & JSV norms direction issued by the Engineer-incharge from time to time and sound engineering practice. (Refer Vol-II-Technical specifications & Data Sheet No 11, )
The O&M part will commence from date of completion of successful trial & test run 3 month period after physical completion of all components.
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Ist Year
1
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2nd year
1
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3rd year
1
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