Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date17 Aug 2024
Closing Date7 Oct 2024
Tender Amount₹ 5,44,80,000
Costs
EMD
₹ 10,89,600Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Improvement Of Water Supply Jammu Cantt Under Amrut 2 0 District Jammu Jk Ut 05 Years Under Amrut 2
Description
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Contact
Tender Id
2024_PHE_258024_1Bid Award Id
ViewTender No
ENIT NO PHEC/II/18 OF 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://www.phekashmir.com/
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Documents
BOQ Items
Providing and lowering of liner assembly 300 mm dia. after welding upto the desired length and design approved by the competent authority / Electric logging FOR 2 Nos
240
-
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Providing and lowering of liner assembly 250 mm dia. after welding upto the desired length and design approved by the competent authority / Electric logging fo4r 2 nos
200
-
-
Providing and lowering of liner assembly 250 mm dia. slotted after welding upto the desired length and design approved by the competent authority for 2 Nos.
60
-
-
Providing of Pea shaped gravel as per IS-1967 with latest amendments for gravel packing of tube well and shrouding during drilling and stabilization of tube well for 2 nos
120
-
-
Development of bore hole by air compressor of adequate capacity to give clear portable water free of sand and impurities. Stabilization and testing of bore well by way of V.T / sub. Pumpset as per IS code part 1 2800 of 1991 and IS 2800 part 2 of 1979 certified with upto date amendments pumpset till the clear portable water having discharge as per specifications yielded. Fabrication, providing / fitting of steel supporting structure for clamping of tube well housing using 2 Nos. parallel ISMB-250 of 5 mtr. length each and MS angle 40 x 40 x 6 mm and MS plate 10 mm thick with 2 Nos. cement concrete blocks of size 1.00 M x 1.00 each of both ends.
2
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-
Part A Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion
671.4
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleare
40
-
-
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.: All kinds of soil
3576.6
-
-
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
283.57
-
-
Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . All kinds of soil.
540
-
-
Earth work in bulk excavation by Mechanical means Hydraulic excavatorover areas (exceeding 30 cm in depth) 1.5 Mtr in width as well as 10 M sq. On plan including disposal of execavated earth lead upto 50 Meter and lift upto 1.5 M as directed by the Engineer-in-charge. All kind of soils.
425.36
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
39.4
-
-
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
23.08
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-
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
13.52
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level
262.96
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
163.94
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-
Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC.Qty as per item no 3 & 4
426.9
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
59713.6
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-
Centering and shuttering including strutting, propping etc. and removal of form for i) Foundations, footings, bases of columns etc. for mass concrete..
125.91
-
-
Extra for shuttering in circular work (20% of respective centering and Shuttering items
15.55
-
-
Centering and shuttering including strutting, propping etc. and removal of form for i) Walls (any thickness) including attached pilasters, buttresses, plinth and
string courses etc.
249.71
-
-
Extra for shuttering in circular work (20% of respective centering and Shuttering items
249.71
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: i)Lintel, beams, plinth beams, girders, bressumers and cantilevers.
167.95
-
-
Extra for additionmal lift of 1.5 M or part whereof in excavating /banking excavated or stacked material in all in kind of soil.
283.57
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: i)Arches, domes, vaults upto 6 m span
144.8
-
-
Reinforced cement concrete work in arches archribs domes valuts shells folded plate and roofs having a slope more than 15 degree upto floor V level including curing but excluding the cost of centering and shutter finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate) 20 mm nominal size.
23.38
-
-
Centering and shuttering including strutting propping etc. And removal of form work for column pillars tiers abutments posts and struts column.
312.96
-
-
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate.
145.33
-
-
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
250.12
-
-
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
8.28
-
-
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand)
37.28
-
-
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
37.28
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms.
170.33
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide
111.14
-
-
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes 110 mm diametre
6
-
-
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.
43.8
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-
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron,finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
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-
Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineerin-charge. 23.7.1 With average thick
69.9
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-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement prime
250.12
-
-
Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)Powder coated aluminum (minimum thickness of powder coated 50 microns) 14gauge section(1.756"x4")weight 1.77kg/mtr
48.85
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-
Providing and fixing aluminum work For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.14gauge section(1.756"x4")weight 1.77kg/mtr
51.4
-
-
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. 22.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side for door
2.3
-
-
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) 22.3.1 With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)
3.52
-
-
Providing and fixing aluminum casement windows fastner of required length for aluminum windows with necessary screws etc. Complete Powder coated minimum thickness 50 micron aluminum
12
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-
Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 100x10 mm
6
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-
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete.
2
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-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complet
392.4
-
-
Centering and shuttring including strutting propping etc. And removal of form for stairs excluding landing expect spirial stair case
30.51
-
-
Extra for shuttering in circular work
144.8
-
-
Extra for additional height in centering and shuttering whereever required with adequate bracing propping etc.including cost of deshuttering and decentering at all level over a height of 3.5 M for every additional height of 1 Mtr or a part whereof (Plan areas to be measured) Suspended floors roofs landing beams and balconies (Plan areas to be measured)
18.69
-
-
Provdiing and fixing hand rail of approved size by welding etc. To steel ladders railing balconies, railing stair case railing and similar work including applying priming coat of approved steell primer.
1753.2
-
-
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
1395.44
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-
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
873.67
-
-
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 200mm Dia DI K-9 wash out and overflow
1400
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-
Providing and fixing 1 mm thick MS sheet door with frameof 40x40x6 mm angle iron and 3 mm MS guest plates at the juction and corner, all necdesafry fitting complete including applying a primer coat of approved steel primer uising MS angle 40x40x 6 for diagnal .
3.24
-
-
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 150 mm dia Ductile Iron Class K - 9 Pipes
450
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-
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 150 mm dia Ductile Iron Class K - 7 Pipes
1200
-
-
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 150 mm dia pipes
450
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-
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 200 mm dia pipes
280
-
-
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
96
-
-
Providing and laying D.I. Specials of Class K-12 suitable for push-on jointing as per IS : 9523 19.59.1 Upto 600 mm dia
17.52
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-
Providing and laying D.I. Specials of Class K-12 suitable for Mechancial jointing as per IS : 9523 19.59.1 Upto 600 mm dia
5
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150mm dia Class II
4
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 200mm dia Class II
6
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm dia Class II
4
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by , lead upto 50 m and lift upto 1.5 m
3183.3
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by , lead upto 50 m and lift upto 1.5 m
486
-
-
Providing and fixing chck type reflex (non reutn) valve 150 mm dia class II for PN 1.6 MPA
2
-
-
Carriage of following pipes,specials and fitting from 5 Km to store by Mechanical Transport. 150mm dia D.I.Pipes
2250
-
-
Carriage of following pipes,specials and fitting from 5 Km to store by Mechanical Transport. 200mm dia D.I.Pipes
1400
-
-
Carriage(Head Load) for 500 Meter from store to site of work and jointing material pipe of all qulaity and of following size lowering to trenches and jointing testing complete 150 mm dia.
2250
-
-
Carriage(Head Load) for 500 Meter from store to site of work and jointing material pipe of all qulaity and of following size lowering to trenches and jointing testing complete 200 mm dia.
1400
-
-
Carriage of sand and Bajri ( 6-39mm) lead upto 20Km by Mechanical Transport including loading,unloading and stacking
700.85
-
-
Carriage of cement and steel lead upto 20Km by Mechanical Transport including loading,unloading and stacking.
297.85
-
-
Carriage of Bricks lead upto 20Km by Mechanical Transport including loading,unloading and stacking
17895
-
-
Providing and fixing of lighting conduct complte job alongwith fixing of Aluminum strips and earthing which includes digging of pit in the earth which should not less than 3 meter (10 feet) from the ground lever a plate made up of alumimun with diamension 60 x60x3.8 mm is burried vertical in the earth pit which should not less than 3 meter (10 feet from ground level) and cutting all strips of 32 mmx 5 mm alongwith nuts and bolts inside the pit with erarthing plate and extending the strip upto the mechinery. Put about 30 cm layer of powered charcoal and salt around the earth plate in alternate layers upto 6 feet. Providing and fitting of 25 mm dia GL pipe for putting water inside the -pit to maintain the mouture. The job also includes the construction of chamber made of brick masnory with CL cover 45 cmx45 cm the Job include the cost of material labour/ transport charges testing and any other misc charges(Note the distance between the earth should not be less than 6 M) complete job as per scope of work in SBD Earthing and other allied works.
1
-
-
Supply installation and commissioning of level transameter in sump and over head tank, Ultrasonic type having arrange 0- 8 Meter with 24-48 VDC connection including cables conducting as per technical specification complete.
1
-
-
Provdiing and fixing of GI pipes complete with GI fitings excluding trenches and refilling etc. (external work) 15 mm dia.
6000
-
-
Making connection of GI Distributuion branch with GI main of following sizes by providing and fixing Tee includiongt cutting and treaduing the pipes etc complete 25 mm t6o 40 mm nominal bore.
1000
-
-
Providing and fixing brass ferrual with CI mouth cover including boring and tapping the main 15 mm nmominal bore.
1000
-
-
Proividing fixiing b rass bib cock of approved quality 15 mm dia.
1000
-
-
Providing and installation of sign boards of size 8 ffet x 6 feet with agle iron frame of size 50x50x6 mm PBI sheet of 1.25 mm thickness including painting and writting as directed by Engineer incharge. The Job includes writing with black paint on the storage tank depiciting capacity and oterh featrures of the OHT
1
-
-
Providiing and installation of flow meter 150 mm dia
4
-
-
PART B .Supply,installatiopn,testing and commissioning LED Flood light luminaire equiped with specically designed heat sink, high performanace electronic driver ensures zero, maintenance, high surge protection : 4 KV, average life L70V50: 50000 hrs, operating temperature - 10 dgree celious + 45 dgree celciouspower 50 watts., plugs 4250LM, diamension (mm) 220x50x3100, weight 1.8 Kg
16
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-
Supply,installatiopn,testing and commissioning aesthetically designed higher wattage LED Bulb for V22 lamps base, input voltage: AC220-240 watt, 50 /60 hz, driver type: integral, lumen output 1060LM ( 12 watts LED bulb)
18
-
-
Swupply and fixing of PVC conduit of size 25 mm for cable laying.
4
-
-
Supply , installation of saddle block 25 mm for fixing of conduit pipes.
10
-
-
Supply and fixing of 8 way gang box.
6
-
-
Supply and fixing of 6 AMP Switch
38
-
-
Supply, laying and termination of 1.5 sq. Mm for lighting wire completre all.
540
-
-
Supply, laying and termination of . 2.5 Sqm mm for lighting
180
-
-
1 inch and 1.5 inch for fixing of electric fixtures.
10
-
-
Supply and fitting of rawal plugs for fixing of electriccal fixutres.
10
-
-
Supply and fitting of Pendent holders for fixing iof LED bulbs,
10
-
-
Supply and fitting of angle holders for fixing of LED bulbs.
10
-
-
Supply and fitting of fan dimmer for control of ceiling fan.
2
-
-
Supply anmd fiding of 6 AMP 3-pin socket.
2
-
-
Supply anmd fitting of square block for fixing of switch, sockets.
2
-
-
Laying and termination of 3.5 core 4 sq mm cooper armound wire for pump to panel
100
-
-
Laying and termination of 3.5 crore 15 sq mm wire for feeder to Transformer
120
-
-
Providing, Installation, Testing and Commissioning of Submersible Pump set 15000 GPH X 70 mtr head at Tube wells Slaughter House Jammu Cantt and 15000 GPH X 60 Mtr. Head at Peer Baba Jammu Cantt along with 125 mm dia MS column pipes, submersible copper cable- 16 sq. mm and other allied works including 01 no stand by submersible pump set. The suction case shall be of close-grained cast-iron material. The motor should be three phase AC supply having nominal speed of 2900 RPM, 380 Volts + 15% of frequency 50 Hz + 3%. The motor should be totally enclosed squirrel cage induction type, water cooled and sealed against outside water being pumped. The windings shall be wet type water lubricated and provided with metal tilting thrust pad designed to take up all untoward load to most unfavorable running conditions. The Pump-set must be of reputed make of Grundfos Pumps/KSB/ Kirloskar/ conforming to relevant BIS/IS standards/ codes. The job further includes fabrication of adapter Nipple approx 1 mtr long fabricated out of MS Pipe, of which bottom end diameter is to be reduced to the delivery of Submersible Pump and threading the Pipe for screwing into the delivery portion to the submersible pump and other end of the adapter nipple is welded with MS flange of required size fabricated out of MS Plate for fixing with the column pipe & 02 No nuts of required size are to be welded on opposite size of the proper piece so that clamping bolt of the tie rod can passed through it. The Job includes the cost of material and labour charges. Fabrication of the tie rod clamping arrangement for clamping the pump and motor to the upper adopter nipple, fabricated out of 40x6 MS Plate as per required size
2
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-
Providing installation testing and commissioning of 100 KVA - 3 phase step up manually operated copper bound oiled collede voltasge stablizer conforing to relevant ISI suitable for operation on unbalanced input voltage range and balance output voltage as mentioned for three phase AC supply head,
2
-
-
Operation and Maintenace Cost of scheme for 5 years (after completion of Defect Liability period) complete in all repects by maintaining all the instruments during warranty period and maintenance period for 5 years with replacement/repair of all damaged or non functioning units /Components incl accessories.
(1st Year)
1
-
-
2nd year
1
-
-
3rd year
1
-
-
4th year
1
-
-
5th year
1
-
-
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