Public Health Engineering Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_PHCJA_222908_1Bid Award Id
ViewTender No
NIT-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
BOQ Items
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. in Ordinary rock
-
-
-
From 2 to 4 m BGL
572
-
679
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. :Hard rock (requiring blasting) useful material 30%
-
-
-
(From 4 to 20 m BGL)
2470
-
1016
Less 30% useful material
741
-
405
Add extra over item for every additional lift of 1.5 m or part thereof:
-
-
-
In all kind of soils.
-
-
-
From 1.5 to 3.0m from GL (work upto 1.5 to 2.0 m)
128.44
-
42
In ordinary rock and hard rock.
-
-
-
From 1.5 to 3.0m from GL (work upto 2.0 to 3.0 m)
536.9
-
62
From 3.0 to 4.5m from GL
1073.8
-
124
From 4.5 to 6.0m from GL
309.92
-
186
From 6.0 to 7.5m from GL
309.92
-
248
From 7.5 to 9.0m from GL
309.92
-
310
From 9.0 to 10.5m from GL
309.92
-
372
From 10.5 to 12.0m from GL
309.92
-
434
From 12.0 to 13.5m from GL
309.92
-
496
From 13.5 to 15.0m from GL
309.92
-
558
From 15.0 to 16.5m from GL
206.61
-
620
From 16.5 to 18.0m from GL
206.61
-
682
From 18.0 to 19.50 m from GL
206.61
-
744
From 19.50 to 21.00m from GL
206.61
-
806
Add extra over item for excavation in saturated soil where pumping or bailing out of water is required, including shoring strutting where required and dewatering.
-
-
-
In ordinary rock 20%
1073.8
-
203.2
In Hard rock (requiring blasting) useful material 20%
2470
-
332
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 excluding the cost of centering, shuttering and reinforcement.
-
-
-
M20 grade Mix (1:1.5:3) (20mm nominal size)
260
-
5668
Add extra over item 1 for reinforced cement concrete work for construction of wall of open well in circular work.
312
-
113.36
Add extra over item no. 1 for reinforced cement concrete work for construction of wall of open well for depth below 4.50 m from ground level
-
-
-
From 4.50 m to 9.0 m (work up to 4.5 to 6.0m)
61.1
-
39.66
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for super structure upto 4.5 m above plinth level for wall (any thickness) including attached pilasters, buttresses, plinth and string course.
3640
-
249
Add extra over item no. 2 for Centering and shuttering for construction of wall of open well in circular work
3250
-
37.25
Add extra over item no. 2 for Centering and shuttering for construction of wall of open well for depth below 4.50 m from ground level
-
-
-
From 4.50 m to 9.0 m (work up to 4.5 to 6.0m)
650
-
66
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 three level. Hot rolled deformed bars IS:1139
20800
-
69
Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels.(Including covering of open well).
6825
-
86
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50Mtr. and lift up to 1.5Mtr.
1170
-
49.5
Rising Pipe Line
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.
-
-
-
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
11340
-
128
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
3460
-
253
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.
-
-
-
100 mm
14650
-
1145
150 mm
150
-
1644
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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 CI Sluice valve of Class PN-1.0
-
-
-
80 mm HW
8
-
4695
100 mm HW
18
-
6468
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, Float- LP 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.
-
-
-
Class PN 1.6
-
-
-
50 mm
14
-
11363
Demolishing cement concrete including disposal of material within 50 meter lead :1:3:6 or richer mixture.
375.3
-
405
Providing and laying cement concrete including curing compaction etc. complete using stone aggregate 20mmm nominal size in foundation plinth excluding the cost of shuttering using:1:2:4 (1 cement, 2 sand & 4 aggregate mix).
377.3
-
3802
Distribution Pipe Line
-
-
-
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.
-
-
-
100 mm
6820
-
1145
150 mm
2040
-
1644
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.
-
-
-
HDPE PE-80 PN-6
-
-
-
75 mm dia
17650
-
162
90 mm dia
31160
-
236
110 mm dia
8600
-
360
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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 CI Sluice valve of Class PN-1.0
-
-
-
80 mm HW
28
-
4695
100 mm HW
21
-
6468
150 mm HW
17
-
10205
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.
-
-
-
In all type of soil
-
-
-
For HDPE pipe line dia up to 110 mm
45928
-
82
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
7088
-
128
In soft Rock
-
-
-
For HDPE pipe line dia up to 110 mm
11482
-
177
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
1772
-
253
Demolishing cement concrete including disposal of material within 50 meter lead :1:3:6 or richer mixture.
186.8
-
405
Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 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 for trench width more than specified, complete work as per technical specification and scope of work.
60
-
3452
Providing and laying cement concrete including curing compaction etc. complete using stone aggregate 20mmm nominal size in foundation plinth excluding the cost of shuttering using:1:2:4 (1 cement, 2 sand & 4 aggregate mix).
188.6
-
3802
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
nominal size).
292.47
-
5138
RCC Reservoirs
-
-
-
Construction of RCC flat slab Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required), painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .
-
-
-
Rwss Ghati- Borda- Naharpura- Bhimpura-Kali Mangari 50 KL OHSR @ 18 Mtr( Naharpura)
50000
-
24.49
Rwss Karakali-Bansa- Karakali Dhani- Rela Kua 50 KL OHSR @ 18 Mtr ( Rela Kua )
50000
-
24.49
Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .
-
-
-
Rwss Methudi 100 KL OHSR @ 18 Mtr
100000
-
20.84
Rwss Ghati- Borda- Naharpura- Bhimpura-Kali Mangari 100 KL OHSR @ 18 Mtr ( Ghati- Borda )
100000
-
20.84
Rwss Ghati- Borda- Naharpura- Bhimpura-Kali Mangari 100 KL OHSR @ 18 Mtr ( Kali Mangari-Bhimpura)
100000
-
20.84
Rwss Idana -Loda 100 KL OHSR @ 18 Mtr ( Idana )
100000
-
20.84
Rwss Utharada 150 KL OHSR @ 18 Mtr
150000
-
18.08
Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include 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.
-
-
-
Rwss Idana- Loda @ GLSR 150 Kl ( Loda )
150000
-
5.99
Rwss Karakali- Bansa- Karakali Dhani- Rela Kua @v GLSR 50 KL ( Karakali)
50000
-
7.12
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, bend, tee etc. providing 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.
-
-
-
100 mm
350
-
1782
150 mm
20
-
2583
Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
260
-
4719
Pump Machinary
-
-
-
Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, 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/fiber 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 of one of the makes approved by Technical Committee.
-
-
-
7.5 HP
18
-
39503
10.0 HP
8
-
44175
12.50 HP
2
-
59727
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.
-
-
-
3 core 4.0 Sq.mm
1025
-
150
3 core 10.0 Sq.mm
200
-
343
Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
10
-
2800
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
-
450
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, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: 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. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable 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 (galvanised 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.
-
-
-
Class PN 1.0
-
-
-
80 mm Dia
8
-
4763
100 mm dia
12
-
6127
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-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast 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-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 1.0/1.6
-
-
-
80 mm
4
-
7143
100 mm dia
13
-
9011
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.
-
-
-
10.0 Sq.mm, 4 core
430
-
120
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.
-
-
-
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.
-
-
-
50 mm dia
305
-
489
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.
-
-
-
Above 5 HP and up to 10 HP
19
-
18290
Above10 HP and up to 15 HP
5
-
21240
Construction of Switch Board Room size (2.4 X 3.0 M) at proposed OW
-
-
-
E/W in excavation in foundation trenches or drains I/c dressing of sides & ramming of bottoms lift uputo 1.5m I/c taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50m : for All kind of soil. upto 1.5 M
12.31
-
164
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
3.49
-
2896
Random rubble masonary for foundation & plinth in CSM 1:6 for above 30 cm thick walls
9.78
-
2072
Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound including two coats of hot blown bitumen (2Kg. per Sqm) complete as per specification with glass strip 3mm thick at a distance of 1m. interval :75 mm thick
8.85
-
391
Random Rubble stone masonry with hard stone in superstucture above plinth level and upto five level above 30 cm and less thick wall in cement sand mortar 1:6 (1-Cement 6-Sand)
8.72
-
2313
S/F stone lintel/bed plates for approved quarry rough dressed inCSM 1:4 upto 15cm thick.
0.12
-
5383
Providing and fixing of 30-40 mm thick stone chhajjas in CSM 1:4 inclding making Gola at junction with wall in CC M-15 grade (1:2:4) drip course : 20 mm thick plastering in CM 1:6 on both faces
2.87
-
597
Half Brick work in partition in super structure upto third storey 7cm. thick (brick on edges) using bricks of class designation 75 : Cement mortar 1:4 (1-Cement:4-coarse sand).
4.86
-
315
Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using F.P.S. bricks of class designation 75 in :Cement mortar 1:6 (1-Cement:6-coarse sand).
1.08
-
302
Supplying and fixing in walls machine cut and polished stone shelves tands and sills in CM 1:3 with machine cut edgesChittor/Nimbahera 25 to 30 mm thick
0.79
-
633
Supplying and fixing in walls machine cut and polished stone shelves tands and sills in CM 1:3 with machine cut edgesSand or other approved stone 50 mm thick
0.9
-
855
Centering & shuttering with ply wood or steel sheets including shuttering , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Suspended floors, roofs, landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blockes sills, chhajjas, lintel, beams etc
8.91
-
223
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 levelHot rolled deformed bars (IS: 1139)
121.5
-
69
Providing and layiny in position specified grade of cement concrete for RCC Structure 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 forBeams, suspended floors, roofs, griders having slopes up to 150 , landings, balconies , shelves ,chajjas, lintels, bands ,plain window, sills ,staircases and spiral staircases.M 20 grade nominal mix ( with graded stone aggregate 20mm nominal size)
1.62
-
5244
Providing brick kharana in CM 1:4 in square pattern over roof of ground floor, 55mm to 60mm thick average.
7.2
-
367
Finishing with 25mm thick cement plaster on roofs in cement sand mortar 1 : 4 mix including water proofing compound @ 2% of cement used, with neat cement, finishing, curing etc. complete in all respect including making of 300 mm x 300 mm square.
7.2
-
212
Random rubble dry stone kharanja under floor
1.44
-
979
Providing blue kota stone flooring, skirting, laid over 20mm thick base of CM 1:4 and jointed with grey cement slurry tomatch the shade of the slab inclg. Rubbing and polishing complete for area of each slab upto 900 sqm, 30mm thick slab.
7.2
-
915
Polished bule kotra stone slabs in steps, walls, pillars having fine machine cut edges laid of 12mm (avera) thick CM 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab inclg. Rubbing and polishing complete 25mm thick slab area 901 to 2001 sqcm.
1.62
-
902
Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Windows side hung (openable)
1.53
-
2101
Supplying and fixing door window chowkhats and other frames inclg. Anti-termite treatment M.S. flat holdfasts of size 250x40x3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in CC M-15 grade, Sheesham wood, inferior than grade-I.
0.07
-
72848
Providing and fixing M.S. sheet double leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint.M.S. Sheet 18 S.W.G.
3.6
-
2181.6
Supplying and fixing fixed wire gauge of 14 mexh x 24 gauge without beading with suitable screws at not exceeding 150mm distance.
1.26
-
501
Providing & fixing steel gate, grating & grills made of angles tees, square bars or other flats, black pipe with holdfasts and fittings complete as per designs and drawins inclg. Cutting welding and fabrication with priming coat of red oxide.
40
-
83
Plaster on new surface onwalls inCsM 1:6 inclg. Racking of joints etc. complete fine finished 25mm thick.
66.46
-
98
Plaster on new surface onwalls inCsM 1:6 inclg. Racking of joints etc. complete fine finished 20mm thick.
11.8
-
140
Distempring with oil bound washable distemper of appd. brand to give an even shade incl all scaffolding, New work (two or more coats) over and including scraping and priming coat with cement primer.
29.16
-
43
Finishing wall with water proofing cement paint of appd. brand and manufacture and or required shade to give an even shade inclg. All scaffolding. New work (Three or more coats).
39.6
-
53
Applying priming coat with ready mixed pink or grey primer of approved brand and manufacute on wood work. Hard and soft wood.
13.34
-
29
Painting with enamel paint of appd.brand and manufacute to give an even shade (Two or more coats on New work)
16.4
-
78
Wiring of light point/fan point/ exhaust fan point/call bell point with 1.5 Sq.mm FR PVC insulated unsheathed solid/stranded aluminium conductor1.1 KV grade and 2.5 sq.mm. PVC insulated unsheathed solid/stranded aluminium earth conductor 1.1 KV grade (IS: 694) of approved make in surface/recessd ISI marked medium duty PVC conduit & it's Accessories, round tiles, 18 SWG M.S. box with earthing terminal, 6 Amp switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brass etc. as required. Group 2
-
-
-
i)Short point (upto3mtrs.) Group 2
2
-
155.2
ii)Medium point (up to 6mtrs.) Group 2
1
-
234.4
Wiring of 3 pin 5 Amp light plug point with 1.5Sq.mm FR PVC insulated unsheathed solid/stranded aluminium conductor 1.1 KV grade and 1.5 sq.mm. PVC insulated solid/stranded aluminium conductor 1.1 KV grade(IS: 694) of approved make in surface/ recessed ISI marked medium duty PVC conduit & it's Accessories, round tiles, 18SWG M.S. box with earthing terminal, 6 Amp switch & 6 Amp socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup, Group 2
-
-
-
On board
1
-
195.2
Supplying and drawing FR PVC insulated &unsheathed flexible copper conductor ISI marked(IS:694) of 1.1 KV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. Group 2
-
-
-
2 x 2.5 sq.mm + 1 x 1.5 sq.mm
25
-
45.1
Supplying and Fixing following sizes (dia) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting with wall and making good the same as required
-
-
-
25 mm Group2
30
-
33.6
Providing & fixing recessed/ Surface mounting heavy duty horizontal type sheet steel distribution boards phosphatised/ powder painted complete with copper bus bar, shorting link, neutral link, earth link and din bar, conforming to IS 13032 & IS8623 including making internal DB terminations with copper lugs, testing etc. as required
-
-
-
Single Door (Single Phase) 4 Way Gr 2
3
-
338
Providing & fixing of double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required.
-
-
-
1200 mm. sweep Group 1
1
-
1451
P& F 18 swg MS recessed fan box, hexagonal/round of size 130 mm dia depth 75 mm, 12 mm dia rod fan hook with 100 mm length extended on each side
1
-
95
Providing and fixing ISI marked 6 amp. flush type switch IS:3854 marked including cutting hole in tile and making connection testing etc. as required : Group 2
9
-
15.2
Providing and fixing ISI marked (IS 1293) 3 pin 6 amp. flush type socket including cutting hole in tile and making connection testing etc. as required : Group 2
3
-
16
Providing & fixing 240/415 Volt MCB of breaking capacity not less than 10 KA (B/C/D tripping characteristic) ISI marked IS 8828(1996)/conforming to IEC 60898 in existing board/sheets including making connection with lugs, testing etc. as required. Group 2
-
-
-
Single Pole & Neutral MCB 6 A to 32 A rating
4
-
332
P&F strip type fluorescent tube fitting fabricated from (CRCA sheet and finished with powder coating/ stove enamelled paint) /(extruded noncorrosive UV resist EP channel) complete with accessories like (OCCB, starter, starter seat)/ EB, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required . (without tube) Group 2
-
-
-
1 X 36 Watts with OCCB
2
-
315.2
Providing and fixing fluorescent type tube-light rod in existing fixture as required 36/40 watts Group 2
2
-
50.4
FHTC
-
-
-
Providing service connection as per technical specification and standard drawing as per relevant IS code (amended upto date) from all kind of water mains up to consumer Meter/ premises (completed job) this job includes digging out suitable size of pets and trench for laying service line in all kind of soil including demolition of cement concrete wbm, black top etc. of all thickness; cutting of CC road / Jhiri by using a concrete cutter machine; depositing and refilling of pit and Jhiri with watering and ramming/ compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 metre; providing and fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm (ISI) make gun metal NRV (isi Make), valve( IS 778) and specials with mdpe pipe pe-80 pn-12.5 as per ISO 4427 below ground level and P&F GI pipe 15mm dia class B (ISI Mark) above ground level in the premises for fixing tap ( maximum lenth with flashing, cleaning, disinfecting and testing of pipe line complete required fo mtr.)P &f service connection complete in all respect including mm bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300 to 325 gm including accessories with flushing ,cleaning, disinfection and testing of pipe line complete requried for making of service connection complete in all respect including labour charges. in addition to the ferrule and orifice of 4 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection of VWSE,PHED and any other authorty which would be like to be inspect as and when required the service line should be laid at least 45 CM below ground level, except in case of concrete bituminous roads where minimum depth Shal be 20 cm. For detailed specification of MDPE pipeS please refer section technical specifications of bid document. general specification of mdpe pipe shall be under: The raw material Shal be virgin PE-80 blue compound any comply with the requirement of ISO/directive of testing material; 9080 with minimum required of strength of 8 kg/ per cm. The raw material shall be Food grade quality pressure rating Shall be 12.5 bar. The Pipe Shal bear iso marking
-
-
-
Average length up to 05 mtr 20mm dia MDPE pipe.and 02 mtr 15mm GI Pipe Class B
2274
-
2249
Extra length of 20 mm MDPE pipe including excavation providing,laying & jointing of service line above 5.00 mtr
3000
-
40
Valve Chamber
-
-
-
Surface dressing of the groung including removing, vegetation and inequalities not exceeding 15 Cm deep and disposal of rubbish lead upto 50mtr and lift upto 1.5 Mtr. All kind of Soil.
98.28
-
4.46
E/W in excavation in foundation trenches or drains I/c dressing of sides & ramming of bottoms lift uputo 1.5m I/c taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50m All kind of soils.
29.38
-
164
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter for pipe line work. Ordinary rock
129.22
-
367
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter for pipe line work. Hard Rock (Blasting Prohibited) useful material 30%
1.3
-
650
Add extra for lift form 1.50 mtr to 3.00 mtr
11.18
-
29
Hard Rock (Blasting Prohibited) useful material 30%.
0.39
-
405
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 using crusher broken aggregateM15 grade Nominal Mix (with graded stone aggregate 40mm nominal size)
14.82
-
3802
Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level.
2.34
-
161
Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level.Walls (any thickness) including attached pilasters, buttresses, plinth and string course.
470.34
-
282
Providing and laying in position specified grade of reinforced cement concrete 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. All work up to plinth level :1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) M- 20.
60.32
-
4872
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 three level. Mild steel and medium tensile bars (IS:432 Part -I)
1627.6
-
69
Supplying and fixing Ferro- cement cover with C.I. frame for chambers & man holes of size. 500mm dia 25 Kg.-do-70 MT centre point load seal type (Heavy duty.)
26
-
2541
cost providing locks,hooks etc
26
-
300
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m.
-
-
-
All kind of soil.
256.78
-
203
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. using crusher broken aggregate.
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
23.68
-
2918
Centering & shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for: Walls ( any thickness) including attached pilaster buttresses , plinth and string course
799.2
-
282
Centering & shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for: Suspended floor, roofs, landings, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintels, beams etc.
166.5
-
223
RCC work including atteched pilasters ,buttresses, plinth and string coureses, fillets,columns,pillers, abutements, posts etc. upto floor three level including curing,compaction,finishing 1:1.5:3.(M-20).
108.04
-
5021
Providing and fabricatting reinforcement for RCC work including straightening, cutting, bending, and placing in position in binding (including cost of binding wire) All complete up to floor Three level. Thermomechanically Treated bars (Conforming of relevent IS code)
5180
-
73
Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
74
-
937
Operation of all civil, mechanical and electrical facilities of the system including wages to staff cost of consumables lubricants and spares, re-winding of burnt motors, repair of pipe line, valves etc and making good all major and minor faults and all repair / replacements as mention in the scope of work but excluding the cost of power charges for period of 5 (FIVE) years after 1 Year Defect liability period. For MVs
-
-
-
MVS Karakali-Bansa-Karakali Dhani-Relakua
5
-
112400
MVS Ghati-Borda-Kali Mangari-Bhimpura-Naharpura
5
-
131600
MVS Idana- Lodha
5
-
132200
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