Public Health Engineering Department Tender
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Costs
EMD
₹ 8,16,380Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_PHCJA_354332_1Bid Award Id
ViewTender No
ACE PHED UDR 69/2023-24Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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From 0m to4.5m BGL
298.99
94480
316
... More
Ordinary rock
-
-
-
... More
From 4.5m to6m BGL
99.66
67469
677
... More
Hard rock (requiring blasting) useful material 30 %
-
-
-
... More
From 6m to7m BGL
50.24
49235
980
... More
From 7m to20m BGL
653.12
640057
980
... More
Add extra over item No 1,2 and 3 for every additional; lift of 1.5 m or part thereof.
-
-
-
... More
In All kinds of soil.
-
-
-
... More
From 1.5m to3.0m BGL
199.33
9368
47
... More
From 3.0m to4.5m BGL
-
-
-
... More
In ordinary rock
-
-
-
... More
From 4.5m to6m BGL
99.66
6677
67
... More
In hard rock
-
-
-
... More
From 6m to7.0m BGL
75.36
10098
134
... More
From 7.0m to 8.5m BGL
75.36
15147
201
... More
From 8.5m to 10.0m BGL
75.36
20196
268
... More
From 10.0m to11.5m BGL
75.36
25245
335
... More
From 11.5m to13.0m BGL
75.36
30294
402
... More
From 13.0m to14.5m BGL
75.36
35343
469
... More
From 14.5m to16.0m BGL
75.36
40392
536
... More
From 16.0m to17.5m BGL
75.36
45442
603
... More
From 17.5m to19.0m BGL
75.36
50491
670
... More
From 19.0m to20m BGL
25.12
18513
737
... More
Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or bailng out of water is required, including shoring strutting where required and dewatering.
703.36
137858
196
... More
Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to 4.7.2
738.9
208369
282
... More
Addextra for shuttering in circular work in plan upto dia 10m on item no. 4.7.1
738.9
28551
38.64
... More
Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level
-
-
-
... More
Thermo mechanically treated bars (conforming to relevant IS:1786.)
6885.62
495764
72
... More
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement for :-
-
-
-
... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
-
-
-
... More
M20 grade Nominal Mix for RCC staining wall
78.76
423098
5372
... More
M20 grade Nominal Mix for Ramp (6m x 2m x 1m)
24
128928
5372
... More
M20 grade Nominal Mix for RCC platforms (Semicircular - 1.5m)- 2 nos at 2 levels
6.88
36959
5372
... More
Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels.
2200
145200
66
... More
Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming & watering including lead upto 50m.
135.73
10586
78
... More
Pump Machinery
-
-
-
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Construction of Pump house/switch board room of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.(2.5m x 2.5m) Switch board Room 1 No.
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:
All kinds of soil
38.2
6264
164
... More
Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm
thick wall in
-
-
-
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In cement mortar 1:4 (1 cement : 4 coarse sand)
40
92640
2316
... More
Brick masonry in partition in super structure up to third storey 7 cm thick (brick on edge) using
bricks of class designation 75 in
-
-
-
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Cement mortar 1:3 (1 cement : 3 coarse sand)
120
39000
325
... More
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm
cement plaster of mix :
-
-
-
... More
1:4 (1 cement : 4 fine/ coarse sand)
-
-
-
... More
1:4 (1 cement : 4 fine/ coarse sand)
240
28560
119
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of
centring, shuttering, finishing and reinforcement :
-
-
-
... More
1:1½:3 (1 cement : 1½ coarse sand : 3 graded
stone aggregate 20 mm nominal size)
6.54
35132
5372
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing
and reinforcement:
-
-
-
... More
1:1½:3 (1 cement : 1½ coarse sand : 3 graded
stone aggregate 20 mm nominal size)
3.75
19671
5244
... More
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping
etc. and removal of form for :
-
-
-
... More
Foundations, footings, bases of columns, etc. for
mass concrete.
22.13
3563
161
... More
Wall (any thickness) including attached pilasters,
buttresses, plinth and string course
65.44
18454
282
... More
Suspended floors, roofs, landings, balconies and
access platform.
25
5575
223
... More
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing
in position and binding all complete
-
-
-
... More
Thermo-Mechanically Treated bars
488
35136
72
... More
Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesaham Wood Grade _I
0.14
9834
72848
... More
P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp)
-
-
-
... More
Street Light Suitable for HPSV Lamps1 X 150 Watt
8
42000
5250
... More
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, pvc bushes, check nuts, zinc plated / brass screws, cup washers, making connections, testing etc. as required.Group-III
-
-
-
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Short point (up to 3 mtr.)
13.6
4909
361
... More
Medium point (up to 6 mtr.)
9.6
5606
584
... More
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 PVC / neoprene gasket required (Fittings shall be paid for
separately).
9.68
3630
375
... More
Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board , 6 A switch, 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet, pvc bushes, check nuts, zinc plated / brass screws, cup washers, making
connections, testing etc. as required.Group-III
8
4072
509
... More
Short point (up to 3 mtr.)
-
-
-
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Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire
duly clipped etc. as required.
-
-
-
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4.0 sq.mm
280
16800
60
... More
Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.
4
4972
1243
... More
Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and 2 pole motor operating at synchronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
... More
3.7 KW (5.0 HP)
4
171052
42763
... More
5.5 KW (7.5 HP)
4
230208
57552
... More
Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
-
-
-
... More
Above 5 HP and up to 10 HP
4
100768
25192
... More
Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
-
-
-
... More
3 core 4.0 Sq.mm
280
59080
211
... More
Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
-
-
-
... More
10.0 Sq.mm, 4 core
80
18400
230
... More
Providing & Lowering in tube well ISI marked GI Pipe “B" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
-
-
-
... More
65 mm dia
100
72900
729
... More
Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set.
8
5816
727
... More
Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete, as par API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cash iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-party-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non Toxic & suitable for drinking water) coated with minimum thickness of 250 rrd.cron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification›& as per direction of Engineer-in-charge
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
... More
Class PN 1.6
-
-
-
... More
80 mm dia
4
46396
11599
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
Manually Operated CI Sluice valve of Class PN-1.6
-
-
-
... More
80 mm dia
4
38396
9599
... More
Dismantling Joint
-
-
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
4
12600
3150
... More
80 mm dia
-
-
-
... More
Solar Grid System at pump house
-
-
-
... More
Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solàr Power Projects with 25 years of Linear Generation warranty. Work includes ’designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shaft be suitably designed to withstand wind velocity up to 150km/hr.
Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty.
AII cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge.
Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document.
-
-
-
... More
Solar panels up to 10 KW at a single location.
14800
888000
60
... More
Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technica specification and as per direction of Engineer.
4
183320
45830
... More
180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete.
91.61
44616
487
... More
Rising Main
-
-
-
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in- charge.(excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
... More
150 mm dia
2300
5241700
2279
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) for Scour Valve , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.
-
-
-
... More
In all types of Soils
-
-
-
... More
upto 1.5 m
442.75
90321
204
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.:
-
-
-
... More
In Soft Rock
-
-
-
... More
upto 1.5 m
442.75
162046
366
... More
In Hard Rock (Blasting Prohibited)
-
-
-
... More
upto 1.5 m
379.5
352935
930
... More
VALVES, SPECIALS AND APPURTENANCES:
-
-
-
... More
Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, FloatLP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
-
-
-
... More
Class PN 1.6
-
-
-
... More
40 mm dia
2
30060
15030
... More
Air Valve Piller NO.1
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
-
-
-
... More
upto 1.5 mtrs
2.6
426
164
... More
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
0.24
695
2896
... More
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix.
0.78
3800
4872
... More
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix / Design Mix
0.81
4351
5372
... More
Total
5.4
869
161
... More
Columns, pillars, posts and struts etc. (Pillar above GL)
7.2
1972
274
... More
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
87.37
6290
72
... More
80 mm dia
6
774
129
... More
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks
as per technical specification and scope of work.
28.75
21735
756
... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
11.5
55165
4797
... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
nominal size).
17.25
112245
6507
... More
Storage OHSR
-
-
-
... More
Construction and commissioning of RCC Flat Slab type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
... More
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.
e) Conducting successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.
j) Providing and fixing water level indicator (float type).
-
-
-
... More
k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.
p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
... More
Rates for RCC Over head SERVICE RESERVOIR SBC 10 T/sqm, SEISMIC ZONE-2,3
-
-
-
... More
At Village Newa Talai
300000
5520000
18.4
... More
Providing and fixing double flanged ISI marked DI class K_9 pipes as per IS:8329-2000 (amended up to date),as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
... More
100 mm dia
74.3
182555
2457
... More
200 mm dia
25
119050
4762
... More
MS pipe specials upto 600 mm dia (with minimum 5mm thickness sheet)
300
38700
129
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
100 mm dia
2
23600
11800
... More
200 mm dia
1
31698
31698
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
100 mm dia
2
7688
3844
... More
150 mm dia
1
8817
8817
... More
Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
-
-
-
... More
80 mm dia
-
-
-
... More
60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
3
22980
7660
... More
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
... More
100 mm dia
1
16934
16934
... More
Village Distribution
-
-
-
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.
-
-
-
... More
HDPE PE-100 PN-6 (Dia in mm)
-
-
-
... More
75 mm dia
8220
1841280
224
... More
90 mm dia
520
164320
316
... More
110 mm dia
500
236000
472
... More
HDPE PE-100 PN- 06 (Dia in mm)
-
-
-
... More
125 mm dia
590
364620
618
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)
Note : Providing and fixing of all requisite specials as per
drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
... More
100 mm dia
2600
4175600
1606
... More
150 mm dia
630
1435770
2279
... More
200 mm dia
530
1541240
2908
... More
Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.
-
-
-
... More
In all types of Soils
-
-
-
... More
upto 1.5 m
2585.88
527519
204
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.:
-
-
-
... More
In Soft Rock
-
-
-
... More
upto 1.5 m
2585.88
946432
366
... More
In Hard Rock (Blasting Prohibited)
-
-
-
... More
upto 1.5 m
2216
2060880
930
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
80 mm dia
7
67193
9599
... More
100 mm dia
2
23600
11800
... More
125 mm dia
1
17832
17832
... More
200 mm dia
-
-
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
80 mm dia
7
22050
3150
... More
100 mm dia
2
7688
3844
... More
125 mm dia
1
4869
4869
... More
200 mm dia
-
-
-
... More
Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
-
-
-
... More
60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
10
76600
7660
... More
Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
... More
Bituminous Courses
137.3
57116
416
... More
Granular Courses
206.45
61109
296
... More
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks
as per technical specification and scope of work.
405.5
306558
756
... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
282.62
1355728
4797
... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
nominal size).
368.63
2398675
6507
... More
Providing, lowering, aligning and fixing in position DI D/F Diaphragm type Pressure Reducing / Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body & Bonnet - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM (FDA / WRAS approved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsite Stem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush- Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal- EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug - Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. insertion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
... More
Pilot operated SCADA Compatible Diaphragm Type Pressure Reducing Valves (Class PN 1.6)
-
-
-
... More
100 mm dia
-
-
-
... More
Estimate for Highway Crossing
-
-
-
... More
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. 300 mm Dia 10 mm thick casing pipe with protective coating.
77
1288749
16737
... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
nominal size).
10
65070
6507
... More
Providing & Fixing CI Dismantling Joint 200 mm dia. at both ends.
4
12640
3160
... More
CLEAR WATER PUMPING STATION
-
-
-
... More
Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.(4*3=12)
12
243492
20291
... More
180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. 9.61) Add for using galvanized barbed wire instead of black barbed wire.
22
11154
507
... More
Providing, installation, testi‹ag and commissioning of Centrifugal Moñoblock pump set conforming to IS 9079, 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery sidt‘. Pump shall have common shaft for purñp and motor. Motor shall be suitable for *working on 415 V + 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, sui•able for prescribed duty conditions mentioned in TD.
-
-
-
... More
Centrifugal Monoblock PuMp set (Single Stage)
-
-
-
... More
18.5 KW (25 HP)
2
300576
150288
... More
Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solàr Power Projects with 25 years of Linear Generation warranty. Work includes ’designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shaft be suitably designed to withstand wind velocity up to 150km/hr.
Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty.
AII cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge.
Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document.
14800
843600
57
... More
Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technica specification and as per direction of Engineer.
1
45830
45830
... More
Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
-
-
-
... More
Above 20 HP and up to 30 HP
1
39375
39375
... More
Providing, lowering, aligning,' fixing in position in pipe line, CI double flanged
swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confif]ming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following spec|tications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvenised steel) ,lnsersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of ElCincluding jointing & jointing material, labour, testing and commissioning alcng with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia s mplete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
... More
Class PN 1.0
-
-
-
... More
80 mm Dia
1
6461
6461
... More
Construction of Clear Water Reservoir
-
-
-
... More
Construction a]' RCC (Flat slab type) Clear Water Reservoir of following capacity as per
the Scope of work and Technical specification, consisting of the following main activities: -
a) Topographic survey, preparation of site contour plan, conducting S8C test and its approval from department before construction. Submission and approva1 of concrete mix design and water quality test report for water to be used in construction.
b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thirk PCC in M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.
e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the rerf›aining externa surface area of the structure.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water leve indicator (Float type).
i) Providing and fixing Ms ladder from ground to top slab.
j) AII MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for the construction joints in the container.
I) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.
m] Inlet, outlet, overflow, washout pipes and valves are not included in this work,
provision for the same shall be taken separately.
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dates for RCC Partially I/ndergrowid type clear water reservoir SBC 10 T/sqm, SEISMIC ZONE-2,3
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At Neva Talai Village
75000
599250
7.99
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Providing and fixing double flanged ISI marked DI class K_9 pipes as per IS:8329-2000 (amended up to date),as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
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100 mm
30
70024
2334.15
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Note: The rates for DI/GI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.
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Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
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100 mm Dia
2
23600
11800
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Dismantling Joint
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-
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Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
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-
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100 mm Dia
2
7688
3844
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Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
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60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
2
15320
7660
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FHTC
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-
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Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately.
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For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
1015
1805685
1779
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P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
1015
198940
196
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P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
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Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
2030
399910
197
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Add extra over item no 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
1523
70058
46
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