Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 47,03,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_DWSD_31175_1Bid Award Id
ViewTender No
DWSD/UPWS/Med-34/2017 -18 (2nd Call)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
Labour for hoisting, placing and fixing in position ISMB 350 Struts including cutting to required shape and size straghtening all complete job as per direction of E/I
31.46
-
7687.98
Providing and fixing Toe Pinning / Rock bolting at the bottom of Sheet Piling all completed as per the directions of E/I
50
-
75000
Construction of Infiltration Galleries
-
-
-
Earth work in stripping by hydraulic Machine in grade A & B type of soil including moorum soil, soil mixed with kankar pebbles, boulders and disposal of the same along with all organic materials in country side beyond 150m to 500m in all by tipper including construction and maintenance of haul road etc. All complete as per specification and direction of E/I.
For Gallery portion
-
-
-
0 to 1.5 m ( WRD 5.1.6.1)
1275
-
136
Lift 1.5 to 3.0 m
1275
-
145
Lift 3 to 4.5 m
1275
-
154
Lift 4.5 to 6.0 m
1275
-
163
Lift 6 to 7.5 m
1275
-
172
Lift 7.5 to 7.62 m
102
-
181
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.
-
-
-
Lift 7.62 to 7.92 m (5 Lifts x22+623) (MJP 6&9] 27-28.
38.48
-
733
Providing and laying in position machine batched and machine mixed design mix M-30 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.
129.23
-
5844.7
Providing and laying P.C.C or R.C.C.M-100 with nominal mix of (1:3:6) in various components of foundation with approved quality of 40 mm graded course aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification direction of E/I
PCC Below Column Footing (BCD-5.3.3)
12.83
-
4188.87
Providing T.M.T reinforcement (for steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I.
15.22
-
53433.91
Providing shuttering, including strutting, proping etc. and its removal after use in super structure portion of various components of dam work as per specification and direction of E/I.
552.74
-
251
Electric resistance welded (ERW) stainless Steel Cage Type V-wire wound screens for the installation in river bed for size 200 mm with slot opening 1.00 mm, thickness 8.0 mm having tensile load 27 Ton as per IS: 8110-2000 and material specifications as per AISI (American Iron and Steel Inst) Grade SS-304. End connections - with suitable flange or olting one screen to another. screen will be of continuous trapezoidal wire spirally wound around fabvricayted cage. the wrapping wire having a 'V" shaped (Wedge) profile wire with flat surface on the outside and producing expanding slots on the inside of various dimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestricted bore which are in turn welded into cylindrical ring couplings on both side of the screen. 200mm dia Infiltration Pipes
800
-
16250
Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated M.S. Pipes (Commercial Quality) including procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming "V" edge on both sides of pipes including all taxes (central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking etc.complete as per IS-3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
-
-
-
650 mm dia (12.0mm Thickness) MJP -2j(156)
37
-
10023
Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-incharge.
On Top and Below Infiltration Galleries
-
-
-
40 mm gauge pebbles MJP-10(224)
1104
-
1174
12 mm to 20 mm gauge pebbles
828
-
1421
6 to 12 mm gauge pebbles
828
-
1619
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specifications and directions of E/I.
Infiltration Gallery portion ( JSOR-3.1.2) 67
4086.05
-
53.89
Providing and fixing in position MS clamps made of MS Flat 50mm x 6mm fixed with 2 nos. of 16mm dia bolts.
Anchoring of Galleries( BCD 80+5.5.28)
576
-
97.09
Supplying labour, tools tackles, lubricant etc. for laying and jojnting Electric resistance welded (ERW) stainless Steel Cage Type V-wire wound pipes in the river bed and making joints including providing night guard, barrier and redlight to safe guard against accidnet, all completeas per design, specification and direction of E/I.
-
-
-
200mm dia
800
-
69.13
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete
60000
-
34.76
Construction of Infiltration cum Jack Well cum Pump House
-
-
-
Earth work in stripping by hydraulic Machine in grade A & B type of soil including moorum soil, soil mixed with kankar pebbles, boulders and disposal of the same along with all organic materials in country side beyond 150m to 500m in all by tipper including construction and maintenance of haul road etc. All complete as per specification and direction of E/I
-
-
-
0 to 1.5 m
465.83
-
136
Lift 1.5 to 3 m
465.83
-
145
Lift 3 to 4.5 m
465.83
-
154
Lift 4.5 to 6 m
465.83
-
163
Lift 6 to 7.5 m
465.83
-
172
Lift 7.5 to 7.62 m
37.27
-
181
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.
-
-
-
Lift 7.62 to 9.0 m
161.24
-
755
Lift 9.0 to 10.50 m
175.26
-
777
Lift 10.50 to 11.12 m
72.44
-
799
Providing and laying P.C.C or R.C.C.M-100 with nominal mix of (1:3:6) in various components of foundation with approved quality of 40 mm graded course aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification direction of E/I BCD 5.3.3
11.69
-
4188.87
Providing and laying in position machine batched and machine mixed design mix M-30 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.
233.82
-
5844.7
Providing and laying P.C.C or R.C.C.M-250 with nominal mix (1:1:2) in various components of barrage foundation with approved quality of 40 mm graded course aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants, vibrating, curing, curing, royalty and all taxes etc. complete job as per specification and direction of E/I WRD 5.3.8
410.51
-
6856
Providing RCC M-200 with nominal mix of 1:1.5:3 in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening, centring, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, cuirng excluidng the cost of reinforcement BCD 5.3.9.1
13.3
-
8235.61
Extra for RCC work for each consecutive floor above first floor complete as per direction of E/I BCD 5.3.29
13.3
-
134.98
Providing RCC M-200 with nominal mix of 1:1.5:3 in beam with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening, centring, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, cuirng excluidng the cost of reinforcement BCD 5.3.11
22.22
-
8928.5
Extra for RCC work for each consecutive floor above first floor complete as per direction of E/I
22.22
-
134.98
Providing RCC M-200 with nominal mix of 1:1.5:3 in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening, centring, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, cuirng excluidng the cost of reinforcement BCD 5.3.8.1
0.46
-
8065.45
Extra for RCC work for each consecutive floor above first floor complete as per direction of E/I
0.46
-
134.98
Providing designation 75A brickwork in C.M. (1:6) in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I BCD 5.2.11
38.6
-
4011.07
Providing T.M.T reinforcement (for steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I.
80.19
-
53433.91
Providing shuttering, including strutting, proping etc. and its removal after use in super structure portion of various components of dam work as per specification and direction of E/I.
1575.14
-
251
Supplying fitting & fixing fully glazed steel door, windows or ventilators of standard rolled and mullion section and sizes as per IS 1038 jointing material and welded with 100x16x3 mm M.S lugs fixed in cement concrete 1:2:4 blocks 15x10x10 cm including cost of oxidized iron fittings with hinges, handle per steps, eatch springs, 3mm thick plain glass panels with Aluminum beads and inner frame fixed with lugs of 20mm long 6.3 mm G.I Counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site and placing in position in all storey and taxes all complete as per building specification and direction of E/I BCD 5.5.18
12.6
-
2984.13
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
80x1.25 mm M.S. laths with 1.25 mm thick top cover
7.2
-
1840.85
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete
60000
-
34.76
Supply and Installation of all welded wedge wire stainless steel grade SS 304 gravel pack flat screen for installation in Intake well in the size of 1 mtr x 1 mtr having slot of 1 mm, thickness of gravel pack will be 240 mm with end fitting with suitable plate for bolting of screen with intake well wall. 2 Nos Slot x 8 Portions x 4 Rows= 64 Slots
64
-
187550
Providing double flanged sluice valves confirming to IS- 2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete
700mm dia Sluice valve PN-1.6 (Without by-pass arrangement) DWSD P-39
1
-
524772
Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-incharge.
Around Infiltration Portion of Intake Well
-
-
-
40 mm gauge pebbles
163.8
-
1174
12 mm to 20 mm gauge pebbles
122.85
-
1421
6 to 12 mm gauge pebbles
122.85
-
1619
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specifications and directions of E/I.
Intake Well Portion DWSD 3.1.2
1416.45
-
53.89
Construction of Approach Bridge from Intake to WTP
-
-
-
Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of same in country side by truck (50m away from the edge of the trenches) beyond intial lead of 150m but upto 1 km with all lifts including loading, unloading, construction and maintenance of haul road etc. as per specification and direction of E/I WRD 5.1.6.1
244.97
-
136
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 with Steel liners of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).
500 mm Dia Piles with 500mm dia steel liners (MS Pipe)
220
-
8558.55
Providing and laying P.C.C or R.C.C.M-100 with nominal mix of (1:3:6) in various components of foundation with approved quality of 40 mm graded course aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification direction of E/I BCD 5.3.3
11.81
-
4188.87
Providing and laying P.C.C or R.C.C.M-250 with nominal mix (1:1:2) in various components of barrage foundation with approved quality of 40 mm graded course aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants, vibrating, curing, curing, royalty and all taxes etc. complete job as per specification and direction of E/I WRD 5.3.5
460.22
-
6856
Providing T.M.T reinforcement (for steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 5.5.5 BCD
64.37
-
53433.91
Providing and fixing G.I pipe railing having 1.0 M height consisting 50 x50 x 6 mm thick M.S angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. MJP P-41
236
-
863
Providing shuttering, including strutting, proping etc. and its removal after use in super structure portion of various components of dam work as per specification and direction of E/I.
1237.28
-
251
providing weep holes with dry graded stone filters of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I WRD 6.7.6
16
-
122
Construction of Raw Water Rising Main
-
-
-
Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated M.S. Pipes (Commercial Quality) including procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming "V" edge on both sides of pipes including all taxes (central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking etc.complete as per IS-3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). 600MM Dia MS Pipe for Manifold (12mm thickmess) MJP
10
-
9266
Supplying ISI marked DI S & S pipes (push on joints pressure pipes of DI of following class and diameters confirming to the IS specifications including all staturoty duties and taxes levied by Govt. of India and Govt. of Jharkhand i all respect, education cess, VAT, including transit insurance, railway freight , unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stracking etc. complete, as directed by engineer in charge.
-
-
-
600 mm dia DI Pipe from inake to WTP
148
-
9459.12
Lowering, laying and jointing with rubber gaskets DI pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete. MJP P-50
-
-
-
600mm Dia - 168 m
168
-
392
Supplying, fitting, fixing MS Clamps for DI K-9 Grade of 600 mm dia pipe from intake to WTP with bolts and nuts @ 3.00 mm c/c for a length of 118m
40
-
100
Providing and supplying Air Valves as per IS-14845 / 2000 and standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete.
200mm dia PN 1.6 MJP P-129
2
-
32036
Providing and fixing expansion joints for pipelines as per the drawing. The rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually. Rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. complete including packing as per specifications, grease, bolts and nuts, etc. including local handling, all types of taxes and duties etc. complete.
600mm dia MJP P-164
2
-
55004
Earth work in stripping by hydraulic Machine in grade A & B type of soil including moorum soil, soil mixed with kankar pebbles, boulders and disposal of the same along with all organic materials in country side beyond 150m to 500m in all by tipper including construction and maintenance of haul road etc. All complete as per specification and direction of E/I.
For 600mm Dia Pipeline in WTP
43.2
-
136
Providing and supplying ISI standard D.I specials and fitting with sealing rubber gasket of S.B.R.complete with cast iron follower gland and M.S nut bolts coated or otherwise protected from rusting and suitable for D.I pipes including cost of labour, material and transporation to stores/site, loading unloading including all taxes, etc complete as per IS-9523.
-
-
-
600 mm Dia Bends @ 281 kg
843
-
132
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including all taxes (Central and Local), octroi, inspection charges, transportation to departmental stores, etc. complete.
200mm Dia PN 1.0 MJP
3
-
47022
Earthwork in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained ta a distance upto 50m including all lifts. Levelling, ramming the foundation trenched, removing roots of trees, shrubs all complete as per approved design, specificaitons and direction of E/I.
For Thrust Block BCD 5.1.1
11.93
-
102.1
Providing M-100 with nominal mix of 1:3:6 in foundation with approved quality of stone meta grade-III ( 50mm to 25mm), size clean coarse sand of FM 2.5 to 3 including screening, centring, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, cuirng, taxes and royality all complete as per specifications an direction of E/I.
Base of Thrust Block BCD 5.3.3
0.45
-
4188.87
Providing M-200 with nominal mix of 1:1.5:3 in foundation with approved quality of stone chips (20mm to 6mm), size clean coarse sand of FM 2.5 to 3 including screening, centring, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, cuirng, taxes and royality all complete as per specifications an direction of E/I.
Thrust Block BCD 5.3.5.1
6.75
-
6543.32
Providing T.M.T reinforcement (for steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. Reinforcement @ 5kg/sqm
0.14
-
53433.91
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make or equivalent make) from inside and outside including all taxes (Central and Local), octroi, inspection charges, transportation to stores/ site and stacking, etc. complete. MJP P-55
-
-
-
All socketed specials or socketed branch flanged specials of all diameters.
1000
-
64.2
MS barrels (pipe pieces) locally manufactured (for small quantities)
1000
-
62.3
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specifications and directions of E/I.
In WTP portion
27
-
53.89
Construction of Raw Water Pumping Machinery
-
-
-
Supply, installation, testing and Commissioning of Raw Water Pumpsets with the following equipments and details as under
-
-
-
Vertical Turbine Pump (make Kirloskar / Jyoti / WPIL / Mather & Platt as per IS 1710/1973, water lubricated capable of discharging 135.36 lps against the head of 23 m consisiting of bowl assembly with dynamiclaly balanced bronze impellers statinless steel pump shaft and line shaft of 8m flange column assemblies of 1.5 m length coupled with Energy Efficient Vertical hollow shaft TEFC squirrel cage induction motor confirming to IS:325 and IS:12615 EFF1 rating having 10% more BHP than Pump operating on 1500 RPM 415 V 3-Phase 50 Hz make Kirloaskar /BHEL/ ABB / Jyoti / Crompton greaves all compete with discharge head, strainer prelubrication tank pressuer tan, required size of Sluice valve and Non Return Valve standard fittings including fully automatic star delta starter (suitable for the above motor HP) make L&T / Jyoti / Seimens including construction of MS delivery header jointing with delivery line by proiding required MS pipes and specials nut bolts packing as per site requirements and direction of E/I. (2 Working + 1 Standyby)
3
-
750000
MCP floor mounted cubical LT motors control panel board fabricated with MS sheet painted, dust bermin proof consisting of proper power distribution copper bus bar (4 Nos.) (1 No. incoming feeder of 1250 AMP ACB & 3 nos. outgoing feeder of 300A MCCB and 1 spare feeder for pump sets + 2 nos. 63A MCB for lighting and other utility load), selector switches (TPM voltmeter, ammeter, indicator lamps etc all complete) and protection units / relays and capacitor banks of proper KVAR for power factor control
1
-
300000
Power wiring with 400 sq. mm 3.5 core 1.1 KV garde LT Aluminium cables PVC insulated armoured (Make PolycaB /Gloster/ Havells) from transformer to MCP, laying, jointing and proper Termination Kit etc all complete as per the direction E/I
200
-
2665
Power wiring with 95 sq. mm 3 core 1.1 KV garde LT Aluminium cables PVC insulated armoured (Make PolycaB /Gloster/ Havells) from MCP to starter, starter to motor, laying, jointing and proper Turmination Kit etc all complete as per the direction E/I
30
-
1162
Earthing - Cost of earthing and installation as per IE Rule for each motor including earthpit, earth road and 8SWG GI wire etc. all complete
5
-
10000
Lightening Arrestor - Installation for Lightening Arrestor over pump house and electric substation for Raw Water Pumping Plant as per IE rule
2
-
275000
Lighting - Doing internal & extaernal lighting by doing wiring and installing luminaries with standard aluminum cable in Raw Water Pump House and Gangway
1
-
20000
Safety Equipments - Supplying First Aid Box, glooves, insulaiton pad, gum boots and fire extinguishers etc. for protection purposes
1
-
30000
Providing, erecting and commissioning single girder. Electrically Operated Rectangular Over head travelling crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control back. ( 5 Tone Capacity)
1
-
756202
Construction of Additional CWR at WTP
-
-
-
Designing (aesthetically), and constructing RCC ground service reservoirs/RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab/ or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container , including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I M.S, D.F pipes, specials and valves of given diameters, providing and fixing accessories such as M.S ladder inside and outside, C.I Manhole frame and cover, water top slab, B.B masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic tesa and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per disign data, criteria, obligatory requirements and detailed specifications. Anti termite treatment shall be given for underground portion of the structure.
-
-
-
Note:-
-
-
-
The design shall be in accordance with various relevant I.S specification (I.S 456/1978, I.S. 875-1987,I.S. 3370-1965 or revised.)
-
-
-
Only M.S bars grade I conforming to I.S. 432 Part -I or high yield strength deformed bars conforming to I.S 1139 shall be used Grade-II M.S bars shall not be used
-
-
-
Entire structure shall be in M-300 only
-
-
-
The G.S.R / sump above 15 lakh litres capacity shall be in two compartment.
-
-
-
The job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in- Charge.
-
-
-
G.S.R outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.
-
-
-
For Pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameteres above 300 mm, M.S pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.
-
-
-
Cost of pump house is not included in these rates.
-
-
-
Above rates are applicable for Seismic Zones 2,3 and 4.
-
-
-
75% Part rate shall be payable for reinforcement , concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.
-
-
-
Reservoir at WTP of 3.0 Lakh ltrs.
(Design & Drawing will be provided by the department)
0.98
-
1792000
Add 10 % over the cost of GSR for proposed overhead pump house.
1
-
175616
Construction of Additional CW Pumping Machineries at WTP
-
-
-
Supply, installation, testing and Commissioning of Clear Water Pumpsets with the following equipments and details as under
-
-
-
Horizaontal Split Casing pumps(make Kirloskar/ Jyoti / WPIL / Mather & Platt as per IS 1710/1973, capable of discharging 42.50 lps against the head of 46m mounted on a common base plate with TEFC squirrel cage induction motor confirming to IS:325 and IS:12615 EFF1 rating having 10% more BHP than Pump operating on 1500 RPM 415 V 3-Phase 50 Hz (make Kirloaskar / ABB / Jyoti / Crompton greaves) all compete with discharge head, strainer prelubrication tank pressuer tank, required size of Sluice valve and Non Return Valve standard fittings including fully automatic star delta starter (suitable for the 75HP motor) make L&T / Jyoti / Seimens including construction of MS delivery header jointing with delivery line by proiding required MS pipes and specials nut bolts packing as per site requirements and direction of E/I.
2
-
550000
MCP floor mounted cubical LT motors control panel board fabricated with MS sheet painted, dust bermin proof consisting of proper power distribution copper bus bar (4 Nos.) (1 No. incoming feeder of 1250 AMP ACB & 3 nos. outgoing feeder of 300A and 1 spare for pump sets + 2 nos. 63A MCB for lighting and other utility load), selector switches (TPN voltmeter, ammeter, indicator lamps etc all complete) and protection units / relays and capacitor banks of proper KVAR for power factor control, etc.
1
-
300000
Power wiring with 400 sq. mm 3.5 core 1.1 KV garde LT Aluminium cables PVC insulated armoured (Make Polycab / Havells) from transformer to MCP, laying, jointing and proper Termination Kit etc all complete as per the direction E/I
60
-
2665
Power wiring with 95 sq. mm 3 core 1.1 KV garde LT Aluminium cables PVC insulated armoured (Make Polycab / Havells) from MCP to starter, starter to motor, laying, jointing and proper Termination Kit etc all complete as per the direction E/I
30
-
1162
Earthing - Cost of earthing and installation as per IE Rule for each motor including earthpit, earth road and 8SWG GI wire etc. all complete
2
-
10000
Lighting - Doing internal & external lighting by doing wiring and installing luminaries with standard aluminum in Pump House all complete where ever required as per site requirement and direction of E/I.
1
-
20000
Safety Equipments - Supplying First Aid Box, glooves, insulaiton pad, gum boots and fire extinguishers etc. for protection purposes
1
-
30000
Supplying, installation and commisisoning of 3 Ton chain pully block with movable rail oves joist and spare with 3m lift as per IS 3830
1
-
30000
Construction of Clear Water Rising Main
-
-
-
Earth work in stripping by hydraulic Machine in grade A & B type of soil including moorum soil, soil mixed with kankar pebbles, boulders and disposal of the same along with all organic materials in country side beyond 150m to 500m in all by tipper including construction and maintenance of haul road etc. All complete as per specification and direction of E/I
1549.1
-
136
Supplying ISI marked DI S & S pipes (push on joints pressure pipes of DI of following class and diameters confirming to the IS specifications including all staturoty duties and taxes levied by Govt. of India and Govt. of Jharkhand in all respect, education cess including transit insurance, railway freight , unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stracking etc. complete, as directed by engineer in charge. (Including 450 K.M lead)
-
-
-
Clear water rising main pipe DI K9 Grade
-
-
-
300 mm dia
1085
-
3909.89
250 mm dia
440
-
3112.66
200 mm dia
300
-
2317
150 mm dia
50
-
1746.6
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) BCD 5.10
394
-
228.47
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specifications and directions of E/I.
1063
-
53.89
Providing double flanged sluice valves confirming to IS- 2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete Sluice valve PN-1.6 (Without by-pass arrangement). BCD P-39
-
-
-
(i) 150 mm dia
1
-
11893
(ii) 200 mm dia
3
-
24101
(iii) 250 mm dia
2
-
37382
(iv) 300 mm dia
2
-
49699
Providing and supplying Air Valves as per IS-10845 and MJP's standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete.
80mm dia PN 1.6 MJP P-128
14
-
9740
Providing and supplying ISI standard D.I specials and fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut bolts coated or otherwise protected from rusting and suitable for D.I pipes including cost of labour, material and transportation to stores/site, loading, unloading including all taxes, etc. complete as per IS- 9523 MJP P-56
-
-
-
up to 300mm dia
783
-
101.7
up to 350mm dia and avove
441
-
123.5
Valve Chamber with Precast RCC Covers - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. MJP P-215
-
-
-
1.2 x 1.2 M internal size and depth upto 1.5 M with precast R.C.C slab cover.
8
-
11580
90 x 90 cm internal size and depth upto 1.2 M with precast R.C.C slab cover
14
-
8898
Suplying tools and cutting road as well restoring the same as per specifications and direction of E/I DWSD 3.1.19
-
-
-
(a) Pucca Raod for cutting road as per requirement
281.25
-
398.03
(b) Water Bound Macadam road for cutting as per requirement
281.25
-
314.19
Supplying labours, tools, tackles, lubricants etc. for laying and jointing DI S/S tyton pipes trenches supplying rubber gasket and making gasket joints including providing night guard, barries and red light to safe guard against accident, all complete as per design, specificaitons and direction of E/I.DWSD 3.1.32
-
-
-
(i) 300 mm dia
1085
-
107.71
(ii) 250 mm dia
440
-
97.49
(iii) 200 mm dia
300
-
88.45
(iv) 150 mm dia
50
-
83.3
Supply labours, tools and tackles for testing of laid pipes upto 60m head of water all complete as per specification and direction of E/I DWSD 3.1.46
-
-
-
(i) 300 mm dia
1085
-
8.2
(ii) 250 mm dia
440
-
7.13
(iii) 200 mm dia
300
-
5.99
(iv) 150 mm dia
50
-
4.62
Earthwork in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained ta a distance upto 50m including all lifts. Levelling, ramming the foundation trenched, removing roots of trees, shrubs all complete as per approved design, specificaitons and directiosn of E/I
For Thrust Block BCD 5.1.1
36.5
-
102.1
Providing M-100 with nominal mix of 1:3:6 in foundation with approved quality of stone metal grade-III ( 50mm to 25mm), size clean coarse sand of FM 2.5 to 3 including screening, centring, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, cuirng, taxes and royality all complete as per specifications an direction of E/I. BCD 5.3.3
Base of Thrust Block
2
-
4188.87
Providing M-200 with nominal mix of 1:1.5:3 in foundation with approved quality of stone chips (20mm to 6mm), size clean coarse sand of FM 2.5 to 3 including screening, centring, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, curing, taxes and royality all complete as per specifications an direction of E/I.
Thrust Block BCD 5.3.5.1
20
-
6543.32
Providing T.M.T reinforcement (for steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I.
-
-
-
Reinforcement @ 5kg/sqm
0.6
-
53433.91
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and Local), octroi, inspection charges, transportation to stores/ site and stacking, etc. complete. MJP P-54
-
-
-
All socketed specials or socketed branch flanged specials of all diameters.
3000
-
64.2
MS barrels (pipe pieces) locally manufactured (for small quantities)
3000
-
62.3
Labour charge for one cutting of DI pipe and specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I BCD 3.1.43
-
-
-
(i) 300 mm dia
3
-
105.28
(ii) 250 mm dia
9
-
78.96
(iii) 200 mm dia
6
-
78.96
(iv) 150 mm dia
6
-
52.54
Construction of Elevated Storage Reservoirs
-
-
-
Designing (aesthetically), and constructing RCC ground service reservoirs/ of following capacity with RCC staging consisting of columns, internal and external bracings speced vertically not more than 4.5 metres centre to centre for ESR having capacity up tho 500 cum and not more than 6 m c/c for ESRs having capacity above 500 com including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the suprlus stuffs within a lead of 50 meteres all labour and material charges including lowering, laying erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout overflow and bypass arrangements as per departmental design, providing & fixing accessories such as MS ladder, C.I manhole frame and covers, water level indicators, lightening conductor, G.I pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S Grill gate of 2 M height with locking arrangement of approved design, B.B Masonry chabers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code. The job to include painting the name of the scheme and other details on the reservoir as per direction or the Engineer-in-charge. Staging height: 21 m
-
-
-
Notes:-
-
-
-
The design of the structure be in accordance with relevant I.S specification (I.S. 3370-1965 or revised)
-
-
-
The design shall satisfy the stipulations as per I.S 1893-1984 and I.S 13920/1993 for seismic force and I.S- 11682/1985 for R.C.C staging of overhead tanks.
-
-
-
For design having more than 6 columns, Provision of internal bracing is obligatory. External bracings is also obligatory.
-
-
-
The entire structure shall be in M-300 mix only.
-
-
-
Plain round mild steel bars grade-1 conforming to I.S 432 part-1 or high yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall be used, grade-II mild steel bars will not be allowed.
-
-
-
irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level
-
-
-
These rate include providing M.S ladder for E.S.R.s up to 2 lakh litres capacity and providing spiral staircase for E.S.R above 2 lakh litres capacity.
-
-
-
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
-
-
-
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In cse of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition,\.
-
-
-
All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/1668 dt-2-8-97 and MJP/S-1/350/2127 dt-13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below
-
-
-
75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R till satisfactory hydraulic testing for water tightness is given, and till that work shall be treated as incomplete.
-
-
-
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting , laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
-
-
-
For 21m staging Height and Earthquake Zone-II
-
-
-
4.5 Lakh Lt- 2 No.
(Design & Drawing to be provided by the department)
1.96
-
4288509
6.8 Lakh Lt- 3 No.
(Design & Drawing to be provided by the department)
2.94
-
5608458
9.0 Lakh Lt- 1 No.
(Deducted 29% against the already work done)
0.71
-
6799416
11.30 Lakh Lt- 1 No.
(Deducted 27.5% against the already work done)
0.73
-
7968110
Manufacture, supply and commission electromagnetic flow metre (EMF), for Raw/Pure water with accuracy 0.5% of measured value & protection as per given specifications for size 100mm-1000 mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs. sensor, transmitter surge arrestor, 25 Mtrs / each flow water, including the pipe cutting, levelling and installation of flow meter in the pipelines with necessary tool tackles, cranes etc., as may be required at site & based on technical specifications.
-
-
-
(i) 150 mm nominal dia flow meter
1
-
168091
(ii) 200 mm nominal dia flow meter
3
-
199450
(iii) 250 mm nominal dia flow meter
2
-
220220
(iv) 300 mm nominal dia flow meter
6
-
252251
Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking, etc. complete as directed by Engineer-incharge. MJP P-53
-
-
-
Inlet Pipes, Outlet Pipes, Washout Pipes, Over flow Pipe and by-pass pipe
-
-
-
150mm Dia
90
-
2422
200mm Dia
300
-
3715
250mm Dia
240
-
5007
350mm Dia
150
-
8402
350mm Dia
60
-
8402
Providing, erecting Cast Steel / Spheroidal Graphite (S.G.) Iron D/F Sluice Valves / Butterfly Valves with jointing to pipe work (including all hardware and packing), water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C.C. foundation / structural steel support. MJP P-130
-
-
-
150mm Dia
9
-
27113
200mm Dia
7
-
42285
250mm Dia
6
-
60852
300mm Dia
4
-
77860
350mm Dia
2
-
103813
Providing and supplying ISI standard C.I. flanged / S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to departmental stores / site, unloading, stacking, etc. complete. MJPP-54
-
-
-
Upto 300mm dia
1719
-
60.6
350mm dia and above
294
-
64.5
Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the Department. However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc. complete.MJP P-41
-
-
-
Sahitya Samaj Existing ESR (21m Staging Height)
450000
-
2
Construction of Distribution Systems (12 Zones)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All Kinds of Soil DWSD 3.1.1.1
-
-
-
(a) For classification of Soil Item - A
23837.13
-
64.66
(b) For classification of Soil Item - B
35755.7
-
86.22
Supplying ISI marked DI S & S pipes (push on joints pressure pipes of DI of following class and diameters confirming to the IS specifications including all staturoty duties and taxes levied by Govt. of India and Govt. of Jharkhand in all respect, education cess including transit insurance, railway freight , unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stracking etc. complete, as directed by engineer in charge. (Including 450 K.M lead)
-
-
-
Distribution pipe D.I K-7 Grade
-
-
-
100 mm dia
82102
-
1043.6
150 mm dia
17791
-
1545.1
200 mm dia
4754
-
1970.67
250 mm dia
2797
-
2602.62
300 mm dia
307
-
3302.87
350 mm dia
204
-
4010.47
400 mm dia
46
-
4698.71
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour , royalty and taxes all complete as per building specification and direction of E/I ( Mode of measurement compacted volume) BCD 5.1.10
13043
-
228.47
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specifications and directions of E/I.
45111.1
-
53.89
Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.
-
-
-
Sluice valve PN-1.0 (without bypass arrangement)
-
-
-
100 mm dia
84
-
6351.77
150 mm dia
20
-
9527.65
200 mm dia
12
-
19055.3
250 mm dia
10
-
21305.53
300 mm dia
3
-
26768.81
350 mm dia
3
-
40601.99
400 mm dia
1
-
57000
Providing and supplying D.I. specials Like branch , bends and tapers with inside cement Mortar Linng with delivery at work site ( 10% of pipeline cost)
99899.07
-
132
Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.
-
-
-
(i) 100 mm dia
84
-
1975
(ii) 150 mm dia
20
-
3105
(iii) 200 mm dia
12
-
3230
(iv) 250 mm dia
10
-
4208
(v) 300 mm dia
3
-
4366
(vi) 350 mm dia
3
-
5380
(vii) 400 mm dia
1
-
6491
Valve Chamber with Precast RCC Covers - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge
-
-
-
1.2 x 1.2 M internal size and depth upto 1.5 M with precast R.C.C slab cover.
133
-
11580
Suplying tools and cutting road as well restoring the same as per specifications and direction of E/I DWSD 3.1.19
-
-
-
(a) Pucca Raod for cutting road as per requirement
121501.13
-
398.03
(b) Water Bound Macadam road for cutting as per requirement
121501.13
-
314.19
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and Local), octroi, inspection charges, transportation to stores/ site and stacking, etc. complete. MJP P-54
-
-
-
All socketed specials or socketed branch flanged specials of all diameters.
1000
-
64.2
MS barrels (pipe pieces) locally manufactured (for small quantities)
1000
-
62.3
Supplying labours, tools, tackles, lubricants etc. for laying and jointing DI S/S tyton pipes trenches supplying rubber gasket (EPDM) and making gasket joints including providing night guard, barries and red light to safe guard against accident, all complete as per design, specificaitons and direction of E/I DWSD 3.1.32
-
-
-
(i) 100 mm dia
82102
-
68.44
(ii) 150 mm dia
17791
-
83.3
(iii) 200 mm dia
4754
-
88.45
(iv) 250 mm dia
2797
-
97.49
(v) 300 mm dia
307
-
107.71
Lowering, laying and jointing with rubber gaskets DI pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete.MJP P-50
-
-
-
(i) 350 mm dia
204
-
195
(ii) 400 mm dia
46
-
242
Supply labours, tools and tackles for testing of laid pipes upto 60m head of water all complete as per specification and direction of E/I DWSD 3.1.46
-
-
-
(i) 100 mm dia
82102
-
3.1
(ii) 150 mm dia
17791
-
4.62
(iii) 200 mm dia
4754
-
5.99
(iv) 250 mm dia
2797
-
7.13
(v) 300 mm dia
307
-
8.2
Construction of House Connections for 19145 Households in the base year 2015
-
-
-
Earth work in excavation (as per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give 1 m av. Cover over the socket of pipe with disposal of excavated earth within intitial lead and lift as per specification and direction of E/I. (For soil item B)
27013.48
-
112.53
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement complacted volume)
804.01
-
228.47
Providing PCC M-150 with in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including, screening, shuttering, mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I.
1359.18
-
5913.66
Earth work in back filling the trenches after laying of different types and size of pipes with earth removed during excavation within intial lead and lift as per specification and direction of E/I. (For Soil item A & B)
25845.75
-
53.89
Providing 12mm cement plaster (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
23835.53
-
191.59
Providing and supplying blue MDPE pipes confirming to ISO 4427:1996 manufactured from vergin resin PE 80 food grade compounded raw material having blue colour only assurance certificate from quality agencies like WRC/CIPET (India) / DVGM / KIWA /SPGN etc. for usage in drinking water with quality system. The cost shall including cost all taxes, inspection charges transprotation to work site and earth work involved, all complete job as per specification and direction of E/I. 20mm dia pipe.
287175
-
24
Providing and supplying G.I. pipes (Tata and equivalent mark) for usage in drinking water with quality system, The cost shall include testing of all materials all taxes central, State, Municipal, Inspection charges transportation up to site transite insurance, loading, unloading, stacking etc. complete as specified and directed.
19145
-
122.1
Lowering laying and jointing HDPE / MDPE pipe in proper position including all specials by compression fitting /electrofusion and but fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedure like electrofusion machine, Electric mirrior/heater/But fusion welding machine with hydraulic testing and all labours as directed by engineer in charge as per IS-7634 part-II
287175
-
11
Supplying labour and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden piugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I. (Pipe with socket to be supplied deparmentally free of cost)
19145
-
28.87
Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main including drilling and taping C.I/D./ main all complete as per specification and direction of E/I. 3 mm, 6 mm, 10 mm dia ferrule weight not less than 425 gram.
19145
-
416.01
Providing and fixing gun metal full way valve of approved quality all complete as per specification and direction of E/I. (a) 20mm dia and weight not less than 400 gram.
19145
-
393.16
Providing and fixing 15mm dia male ended C.I. body brass spindle valve and seat bib cock of approved quality (Wt. not less than 400 gms.) with extra socket all complete as per specification and direction of E/I.
19145
-
152.19
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
-
-
-
Elbow 20mm
19145
-
60.81
Elbow 15mm
19145
-
46.39
Reducing Socket 20mm
19145
-
50.99
Nipple 20mm
19145
-
57.36
Nipple 15mm
38290
-
45.24
Union Socket 20mm
19145
-
96.46
Socket 15mm
19145
-
44.09
Socket 20mm
19145
-
52.76
Carriage of materials
19145
-
66.86
Annual Maintenance And Repair Of Water Supply Scheme For Two Years
-
-
-
O/M work with Labour component & Materials for 1st Year
4716849.37
-
1.33
O/M work with Labour component & Materials for 2nd Year
4716849.37
-
1.71
Add 1% Labour Cess
1
-
-
Evaluation Notes How It Works ?
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