Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date2 Mar 2024
Closing DateCancelled
Tender Amount₹ 6,25,06,867
Costs
EMD
₹ 6,57,570Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPIPH_87303_1Tender No
19456-19506Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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SHEDULE B1:- Civil works including Rising main,pump house,wetwell , screen channels, serwage network, and protection works
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Excavation in foundation and trenches upto all depths and in all classification of eath work such as pick work, jumper work, sturated soil including bailing or pumping out water, blasting soft/ hard rock, chiseling/ wedging of soft/hard rock where blasting is prohibited in all lifts including trimming nad dressing of sides, leveling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required. Stakcing usable and unusable material /soil sepraterly and after laying joinitng and testing of pipe, returning the usable osil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed with in all leads/lifts including restoratio of unmetalled surfaces to tits original conditions and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to house, fencing etc complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.
1698.24
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Excavation In drains & channels etc., in earth work,including dressing of side & bed and disposing of excavated earth upto a lead of 20 mtr.and lift upto 1.50 mtr.disposed earth to be levelled and neatly dressed complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.
218.19
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Providing, laying, jointing and testing in trenches ISI marked centrifugally cast (spun) Ductile iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with up to date ammendments in length of 5 to 6.00 mtrs. class K7/KP suitable for push on joint (rubber gastek D-jointing) including short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000. (Earth work in trenches to be measured and paid for separately). ( Rising Main) 150 mm dia
1250
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Providing Tyton (Push on joints) to ductile iron pipes and fittings including testing of joints and cost of tyton rubber ring (SBR quality) conforming to IS: 12820-1989 latest with uptodate ammendments.
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(A) 150 mm dia
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Providing, laying, jointing and testing in trenches ISI marked centrifugally cast (spun) Ductile iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with up to date ammendments in length of 5 to 6.00 mtrs. class K7/KP suitable for push on joint (rubber gastek D-jointing) including short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000. (Earth work in trenches to be measured and paid for separately). ( Distribution system) 150 mm dia
1351
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Providing and laying cement concrete 1:6:12 ( 1 cement,6 sand,12 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect.
5.08
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Random rubble masonary Polygonal rubble masonary (un-coursed brought to courses) with hard stone of approved quality Ic levelling up at P.L. with cement conc. 1:6:12 in cement mortar 1:6 (1cement,6 sand) in foundation and plinth.) with in all leads and lifts complete in all respect.
16.1
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Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
36.35
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Providing & laying cement concrete1:2:4 (1cement :2 sand : 4 graded stone aggregate20 mm nominal size) & curing completeexcluding the cost of form work & reinforcement for RCC work in.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
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(A) Foundation,footing,bases of columns &the like & mass concrete.
20.55
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(B) Colunms pillars posts and struts upto floor two level.
92.92
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(C)Suspended floors,roofs,landing and shelves and their supports balconies,beams, girder,bressumers and cantilever up to floor-2 level with in all leads and lifts complete in all respect.
4.39
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Providing & laying cement concrete using nominal mix of " M - 30 " with 20 mm & down gauge nominal size graded stone aggregate) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in:
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(A) Bottom slab and vertical walls
13.09
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Providing and laying cement concrete 1:1.5 :3 ( 1cement: 1.5 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
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(A) Foundation and plinth.
28.99
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(B) Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.
49.21
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(C) Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level.
15.08
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Prov. Form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring , shuttering, strutting & propping etc. with wooden battens & ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in :
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(A) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.
495.83
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(B)Foundation,footing & bases of columns and the like mass concrete with in all leads and lifts complete in all respect.
9.19
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(C)Vertical Surface,Columns, pillars, post and struts,Circular,Square, rectangular or polygonal in plan.
619.46
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(D) Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness.
147.82
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(E) Sides and soffits of beam,beam haunching,cantilever and bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor complete in all respect with in all leads and lifts
6.89
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Providing Tor steel reinforcement for RCC work i/c bending,binding & placing completeupto floor two level. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
13772.55
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Providing and Fixing of S.F.R.C. manhole covers confirming to IS: 12592 (part-II)-1991 with latest amendments of different grades, description and opening of frame EHD35 ISI mark circular type dia 560 mm as per the requirement in all leads and lifts.
57
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Providing, fabricating and fixing of MS Ladder of 600mm width with handrail on both sides including cutting, welding, fixing, hoisting in position, and grinding the welds completely, duly painted with red lead paint etc. complete
101.8
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Steel work welded in built up sections,trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.:-In gratings framed guard bars ladders railling brackets and similar work.
576.1
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Wire crate made of GI wire filled with boulders with square cut faces against the wire(wire crate to be measured and paid for separately )within all leads and lifts.
937.5
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Wire crate made of GI wire filled with boulder with square cut faces against the wire(boulder filling to be measured and paid for separately) GI wire 5mm thick to SWG-6 of 15cmx15cm mesh corresponding.
3750
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Brick work using common burnt clay building bricks in superstructure above G.L. to 1st floor level in cement mortar 1:6 ( 1Cement, 6 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.
13.96
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Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought framed and fixed in position: 2nd class deodar wood
0.56
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Providing and fixing glazed and pannelled,glazed or pannelled shutters for doors, windows & clerestory windows Ic bright finished black enamelled iron butt hinges with necessary screws.(a) 40 mm thick 2nd class deodar wood with in all leads and liftscomplete in all respect.
11.96
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Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.
4.38
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Pointing on brick work with cement mortar 1:3 ( 1 cement, 3 sand ) with in all leads and lifts complete in all respect. Raised and cut.
46.46
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6 mm thick cement plaster to ceiling in C.M.1:3 (1Cement,3 sand) with in all leads and lifts complete in all respect.
55.64
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15 mm thick cement plaster in single coat on rough side of brickstoneconcrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement,6 sand )
84.03
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20 mm thick cement plaster in single coat on rough side of brickstoneconcrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement,6 sand )
13.41
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Providing and fixing MS grills of required pattern in wooden frames of window etc with M.S flat square or round bars with round headed bolts and nuts or by screw with in all leads and lifts complete in all respect.
71.5
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Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 8 S.G with wire of dia 0.56 mm for doors,windows ic bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect.
14.34
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Boulder filling behind retaining wall under floor with in all leads and lifts complete in all respect.
6.2
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Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement, 3 sand, 6 graded stone aggregate 20 mm nominal size ) with in all leads and lifts complete in all respect.
10.39
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Providing under layer for plinth protection of 75mm thick( unconsolidated) bed dry brick stone aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including preperation of ground.
10.39
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Providing 40X3 mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30X10X15 cm. 1:3:6 ( 1 cement ,3 sand,6 graded stone aggregate 20 mm nominal size complete in all respect with all leads and lifts.
30
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White washing with lime on un-decorated wall surfaces ( two coats ) to give an even shade including throughly brooming the surface to remove all,dirt,dust,mortar and other foreign matters with in all leads and lifts complete in all respect.
55.64
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Distempering with dry distemper of approved brand and manufacturer ( Two Coats ) and of required shade on un-decorated wall surfaces to give an even shade over and including priming coat of whiting after throughly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect.
84.03
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Finishing wall with water proofing cement paint of approved brand and manufacture (Two coats ) brushing to give an even shade Ic cleaning of oil,dirt,dust and other foreign matters,sand papering and knotting etc.with in all leads and lifts complete in all respect.
13.41
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Providing and fixing MS sliding door bolts anodised colour and shade with nuts and screws complete in all respect. ( 300X16 )
2
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Providing and fixing MS tower bolts ( Barrel type ) anodised transparent or died to required shade with necessary screws complete in all respect. ( 200X10 )
30
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Providing and fixing MS handles anodised,transparent or died to required shade with necessary screws complete in all respect. ( 125 mm )
20
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Applying priming coat on new wood and wood based surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter with in all leads and lifts complete in all respect.
23.98
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Painting two coats excluding priming coat on new wood and wood based surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter with in all leads and lifts complete in all respect.
23.98
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Terrazzo tile flooring with precast terrazzo tiles 20 mm thick with marble chips of specified size laid in floors,treads of steps and landing on a bed of 25 mm average thickness of cemenrt mortar 1 :6 ( 1 cement,6 sand ) jointed with neat cement slurry mixed with pigment to match the shade of tile where ever required including rubbing and polishing complete with tiles of following shades medium with in all leads and lifts complete in all respect.
25.77
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SHEDULE B2: - Pumping Machinery, Mechanical and Electric works at wet well for lifting arrangement of sewage from zone-III to STP including sewage jetting machine and DG set
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Designing, Supplying, installing, testing and commissioning of mechanical and electrical equipments including Non clog Vertical Sewage Submersible Pump with solids handling capacity of 50mm with SS CF8 M Impeller, CI casing, SS 316 shaft, bronze casing wearing ring & bearing bush, TC mechanical seal, SS bearing, suitable for 3 Phase 415V, 50 Hz, AC supply, submersible motor having TEFC enclosure with class F insulation and IP 68 protection of recommended make such as Mather and Platt/ KSB /Beacon Weir/Kirloskar/BE/Jyoti as per ISO-9906, relevant IS and BIS standards with up to date amendments or latest edition suitable for lifting sewage for under mentioned characteristics It should include cost of bearing nuts bolts and painting etc. and should meet the following requirements:- including pump sets (working+stndby), necessary piping works , common header .control panel with starter and protections also job includes all other mechanical and electrical equipment required for lifting arrangement of sewage from well to STP including Control valves/check valves/ slice valves/ knife gate / sluice gates /dismantling joints, wheel barrow, chainpully for lifting arrangements along with electric cables, manual coarse bar screen and supply installation of DG Set for required load etc. complete job as per JSV specifications including all taxes, transportations, freightcharges, loading unloading, conveyance to departmental store / site, stacking etc. including specials and wastages etc. complete as per tender specifications, technical data sheets and instruction of Engineer-in-charge.Scope also covers supplying vehicle mounted suction cum jetting machine having capacity 6000 liter.(Refer vol-Vol-III-A Part 2 Extension of work & Process requirement) 4 sets (2 working 2 standby) 55/3 LPM each with 30 Meter head static head)
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SHEDULE B3:- Automation work of wetwell
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Complete automation of wet well including i)Pressure Gauge: Design, Supply, Installation, Testing, Commissioning of Diaphragm Seal Type Pressure Gauge, ±1% accuracy, Direct bottom 1/2" NPT (M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS 316 Movement material, Aluminium dial with black graduation on white background, Micro Zero adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag plate, Isolation gauge cock etc as per IS 3624. ii)Design, Supply, Installation, Testing, Commissioning Level Transmitter: Ultrasonic Type:-Type : Ultrasonic,Microprocessor Based, Remote Mounted/Sensor MOC : PP / PVDF /Seal MOC : EPDM/Sensor Housing MOC : Diacast Aluminium with PU finish / Polycarbonate/Process Connection /Flanged/Flange MOC : PP / CS/Housing Protection : IP 68/Temperature compensation : Required /Swirling arm arrangement for mounting of sensor : Required for access during maintenance/Pressure Rating (Kg/cm2) :Atmospheric/Temperature : 50 °C Ambient/Power Supply : 230 VAC Line Power/Accuracy : ± 0.1 % of measured value/Repeatability : +/-0.1%/Transmitter Protection : IP67/Transmitter MOC : Diacast Aluminium with PU finish / Polycarbonate. iii)Design, Supply, Installation, Testing, Commissioning Electromagnetic Flow Transmitter: Accuracy : +/- 0.5% of Measured Value/Type : In line flow meter/Principle : Transit Time/Flow Tube MOC : CS/Flange MOC : CS/Protection : IP 68/Electronics :/Remote Version/Sensor cable lengths : 10 Meters/Display : Large LCD for actual flow, Sum totalizer /Forward / reverse flow, sound velocity & status /Housing : Die Cast Aluminum/Protection : IP 67/Current Output : 4 - 20 mA passive /Pulse Out put : Programmable/Communication Output : HART
Cable Entry : 1/2" NPT/Power Supply : 230 V AC, 50 Hz.etc complete job as per JSV specifications including all taxes, transportations,freight charges,loading unloading, conveyance to departmental store / site, stacking etc including specials and wastages etc complete as per tender specifications,technical data sheets and instrcution of Engineer-in-charge .( Refer vol- Technical specification & vol-II Data sheet no, 3.1)
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SCHEDULE C- Operation and maintenance work of 1.50 MLD STP based on MBBR Technology
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Operation, running, repair and maintenance of STP 0.38 MLD capacity STP at Badah having existing structures such as all civil works and electro mechanical equipments relating to sewerage system of Kullu Town by deploying of skilled/semi skilled/un-skilled man power such as Sewer man Casual labour, Electricians, Assistant Chemist, operator, plumber, beldar etc. in all respect and to the entire satisfaction of Engineer-in-charge. Firm should do comply the stringent effluent standards laid down by HP pollution control board and terms and conditions as per annexure alongwith other general terms and conditions.
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Operation and maintenance cost for 1st year for 1.50 MLD STP at Badah
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