Public Health Engineering Department Tender
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Costs
EMD
₹ 9,89,980Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_PHCJA_364519_6Bid Award Id
ViewTender No
ACE PHED UDR 102-113/2023-24Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
BOQ Items
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Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available.
-
-
-
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Ordinary rock
-
-
-
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From 2.5m to 5.0 m BGL
300.29
202395
674
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Hard rock (requiring blasting) useful material 30 %
-
-
-
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Fromm 5.0m to 6.0 m BGL
120.12
117237
976
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From 6.0 to 20.0 m BGL
1055.04
1029719
976
... More
Recovery of Hard rock useful material 30%
-
-
-
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Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof.
-
-
-
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In All Kind of soil
-
-
-
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From 0.0 to 1.5 m BGL
-
-
-
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From 1.5 to 2.5 m BGL
120.12
5645
47
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In ordinary rock and hard rock
-
-
-
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From 2.5 to 3.0 m BGL
60.06
4024
67
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From 3.0to 4.5 m BGL
180.18
24144
134
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From 4.5 to 6.0 m BGL
180.18
36216
201
... More
From 6.0 to 7.5 m BGL
113.04
30294
268
... More
From 7.5m to 9.0 m BGL
113.04
37868
335
... More
From 9.0 to 10.5 m BGL
113.04
45442
402
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From 10.5 to 12.0 m BGL
113.04
53015
469
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From 12.0 to 13.5 m BGL
113.04
60589
536
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From 13.5 to 15.0 m BGL
113.04
68163
603
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From 15.0 to 16.5 m BGL
113.04
75736
670
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From 16.5 to 18.0 m BGL
113.04
83310
737
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From 18.0 to 19.5 m BGL
113.04
90884
804
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From 19.5 to 20.0 m BGL
37.68
32819
871
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Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates)
-
-
-
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From 4.5 to 6.0 m BWL
113.04
26609
235.4
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From 6.0 to 7.5 m BWL
113.04
28124
248.8
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From 7.5 to 9.0 m BWL
113.04
29639
262.2
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From 9.0 to 10.5 mBWL
113.04
31153
275.6
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From 10.5 to 12.0 m BWL
113.04
32668
289
... More
From 12.0 to 13.5 m BWL
113.04
34183
302.4
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From 13.5 to 15.0 m BWL
113.04
35698
315.8
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From 15.0 to 16.5 m BWL
113.04
37212
329.2
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From 16.5 to 18.0 m BWL
113.04
38727
342.6
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From 18.0 to 19.5 m BGL
113.04
40242
356
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From 19.5 to 20.0 m BGL
37.68
13918
369.4
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Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with steel props and removal of form work up to floor Five level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.
1440
416160
289
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Add extra for shuttering in circular work (in respective centering and shuttering items)Sqm 20%
1440
83232
57.8
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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 five level
-
-
-
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Thermo mechanically treated bars (conforming to relevant IS:1786.)
5400
415800
77
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including Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete
5400
64800
12
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Providing and layiny in position specified grade of cement concrete for RCC Structure 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 excluding the cost of centering shuttering and reinforcement for :
-
-
-
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Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.
-
-
-
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M20 grade nominal mix .
108
605772
5609
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Structural steel work in single section fixed with 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
-
-
-
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In flates, tees, angles & Channals
2100
182700
87
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In R.S. Joists
900
78300
87
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Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in:
-
-
-
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Cement Mortar 1:4 ( 1 cement : 4 Sand )
6
19092
3182
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Random Rubble stone masonary for superstructure above plinth level one storey height above 30 cm. thick walls in :
-
-
-
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Cement mortar 1:4 ( 1 Cement : 4 Sand )
4.5
17208
3824
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Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish:
-
-
-
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20 mm thick
30
6330
211
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Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding
-
-
-
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New Work ( Three or more coats)
197.82
10484
53
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :12.46.1 Two or more coats on new work
41.94
2893
69
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Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for
job including dewatering arrangement.
1200
751200
626
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Construction of RCC GLSR cap -50 Kl (1 nos) & 100 Kl (2 nos).
-
-
-
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Construction of RCC Dome type Ground level Service Reservoir (GLSR)of following capacity as per the Scope of work and technical specification ,consisting of the following main activities: a) Topographic survey, preparation of site cotour plan ,conducting SBC test and its approval from department before construction . Submission and approval of concrete mixz design and water quality test report for water be used in construction. b) Excavation in all type of soil , PCC below foundation , all RCC Work, c) All the GLSR shall be provided with abequate plinth protection all around the structure in a width starting from edge of the structure at GL and extending at least up to 1.0m beyond the vertical wall . The plith protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d)Providing at applying two coats of food grade epoxy paint on the inside surface of the roof slab and 600 mm height of the vertical wall giving. e) Successfully hydro test and water tightness test as per I.S code. f) Providing at applying three coats of anti-carbonation paint on the roof slab. g) Providing at applying three coats of cement-based paint on the remaining external surface area of the the structure. h) Providing and fixing SS-304 ventilator,SS-304 manhole frame and cover and SS-304 ladder from top slab to buttom slab inside container. Providing and fixing water level indicator( Float type) i) Providing and fixing MS section ladder from ground to top slab with safety cage. j) all 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. l) providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir. m) inlet, outlet, overflow and washout pipes and valves are not included in this work provision for the same shall be taken separately.
-
-
-
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Rate for RCC Ground level service reservoir seismic Zone-II & III and SBC 18 T/sqm.
-
-
-
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50 KL Capacity
50000
535500
10.71
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100 KL Capacity
200000
1618000
8.09
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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, 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
28
63252
2259
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150 mm
10
32490
3249
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Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
-
-
-
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100 mm
5
57770
11554
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150 mm
4
76436
19109
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Providing, laying and jointing rising mains.
-
-
-
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches 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 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, 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.( excluding earth work) with excise Duty Exemption. Note:- Providing and fixing of all requisite specials as per drawing, design and layout areinclusive in RM measurement of the item and shall not be paid separately.
-
-
-
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Dia (mm) Type Class
-
-
-
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100 DI K-7
6300
9223200
1464
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Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work)
-
-
-
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AJS Tee , Bend, Reducer (All End Socketed)
-
-
-
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Upto 300 mm Diameter
300
43500
145
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Providing, lowering, 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 and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
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100MM
14
51324
3666
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Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
-
-
-
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Soft seated sluice valves
-
-
-
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Dia (mm) PN rating
-
-
-
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100 1.6
15
173310
11554
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Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. 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.
-
-
-
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25 mm S-1 Type
12
37740
3145
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Providing, lowering, laying, aligning, fixing in position in pipe line, DI resilient seated Non Return valves (NRV) of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531 amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
-
-
-
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Dia (mm) PN rating
-
-
-
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100 1.6
8
100784
12598
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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.:
All kinds of soil
6
1200
200
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Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
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Walls (any thickness) including attached pilasters, buttresses plinth and string course.
60
17340
289
... More
roviding 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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
-
-
-
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Thermo-mechanically Treated bars (Conforming of relevent IS code)
120
9240
77
... 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 thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
9
50481
5609
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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.:
-
-
-
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All kinds of soil
1301.25
260250
200
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Ordinary rock
1275.75
465648
365
... More
Hard rock (requiring blasting)
637.88
348282
546
... More
Hard rock(blasting prohibited)
425.25
332545
782
... More
Dismantling of cement concrete pavement for pipe line 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 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.
100
75700
757
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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.
-
-
-
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M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
100
462400
4624
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Construction of Valve/ NRV Chambers
-
-
-
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Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
-
-
-
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For Class-A loading
-
-
-
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Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
5
149000
29800
... 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.
-
-
-
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BFM 100 mm
6
92976
15496
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Construction of RCC OHSR having capacity 150 KL with 18 m staging
-
-
-
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Construction and commissioning of RCC INTZE 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: -
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.
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M
-
-
-
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150 KL capacity
150000
3183000
21.22
... 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, 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.
-
-
-
... More
150 mm
45
146205
3249
... More
100 mm
45
101655
2259
... 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-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.
-
-
-
... More
150 mm
2
38218
19109
... More
100 mm
1
11554
11554
... More
Providing & Installation pumpsets for pumping water from Open Wells and Tube wells .
-
-
-
... 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 poery, tools, and tackles required, construction of temporary works as
-
-
-
... More
5.5 KW (7.5 HP)( 2.78 LPS & H-90mtr)
2
107578
53789
... 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.
-
-
-
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Above 5 HP and up to 10 HP
1
24273
24273
... More
Supplying & installation 100 diameter sealed diaphragm bourden type pressure gauge of range 0 to 10 kg including all jointing material as per specification of safety cover.
7
8701
1243
... More
Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.
-
-
-
... More
50 mm dia
7
82607
11801
... More
Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class
-
-
-
... More
50mm dia
21
4200
200
... More
Supply of MS clamp, set of 50x6 mm flat form iron with nuts and bolts etc. holding the riser pipe assembly of submersible pump set.
14
9744
696
... 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 includ ing making connection etc.
-
-
-
... More
3 core 4.0 mm2
420
79380
189
... 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
Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect.
-
-
-
... More
50 mm dia
100
13600
136
... More
63 mm dia
110
23430
213
... More
Construction of recharge structure (2 Nos).
-
-
-
... More
E/W in excavation over areas (exceeding 30 cm in depth,1.5 mtr. In width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5 mtr. Disposed earth to be leveled and neatly dressed.
-
-
-
... More
(A) All kind of soil.
70
2450
35
... More
(B) Ordinary Rock.
32
8032
251
... 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.
-
-
-
... More
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ).
0.6
1981
3302
... More
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ).
0.9
4161
4624
... 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 Flates, Tees, Angles, & Channel etc.
10
720
72
... More
Supply of Coarse Sand .
5.13
3591
700
... More
Providing and fixing Grevels
-
-
-
... More
(A) 6 mm nominal size Crusher broken.
3
2400
800
... More
(B) 20 mm nominal size Crusher broken.
3
2400
800
... More
(C) 100 mm hand broken.
5
3500
700
... More
(D) 300 mm hand broken.
36
19800
550
... More
Plaster on New surface on wall in cement sand mortar 1:3 including raking of Joints etc. complete fine finish. 20 mm thick.
33
6963
211
... More
Providing & Fixing Wire Mesh: 14 Mesh x 24.0 gauze
54
33318
617
... More
Random rubble dry stone kharanja under floor
16
15664
979
... More
Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)}
medium of following sizes at site of work.
-
-
-
... More
100 mm dia NB (Thickness of pipe 4.5 mm & mass of tube 12.50 Kg/m)
8
10288
1286
... More
Providing and Lowering of ISI mark Medium well PVC-U casing and screen
pipe (CM) as per IS : 12818 : 2010 or amended up to date having pipe thickness as per IS code suitable for bore well with threading , winding with superior
quality of plastic mesh & rope in three layers with end cap complete as per
technical specification and direction of Engineer In charge.
-
-
-
... More
125 mm nominal bore
7
4298
614
... More
STONE MASONARY FOR FOUNDATION
Random Rubble Stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement sand mortar 1:6 (1 cement : 6 sand)
7
19866
2838
... More
Const. Pump House & Boundary Wall
-
-
-
... 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.
10
202510
20251
... More
Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:
1. Depth of foundation- 900 mm.
2. PCC in M-10, width -900 mm and thickness 100 mm,
3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)
4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.
5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.
6. Expansion joint shall be on every 30 mtr.
7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.
8. Pillar for main gate 350x350 mm in size is part of boundary wall.
9. Cement paint of approved colour in 3 coat shall be done.
20
116400
5820
... More
Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.
100
12100
121
... More
Provision for Solar Power generation at Proposed Open Well & Tube wells .
-
-
-
... More
Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. 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 solar panel and mounting structure and suitable provision shall be included in tender document.
-
-
-
... More
Prop TW & Open well
42125
2527500
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 technical specification and as per direction of Engineer.
6
274980
45830
... More
Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..
Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .
Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.
The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge.
-
-
-
... More
2.2 KW (3.0 HP)
2
229580
114790
... More
5.5 KW (7.5 HP)
4
726392
181598
... More
7.5 KW (10.0 HP)
4
791728
197932
... More
Providing, laying and jointing Distribution Pipe Line.
-
-
-
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches 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 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, 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.( excluding earth work) with excise Duty Exemption. Note:- Providing and fixing of all requisite specials as per drawing, design and layout areinclusive in RM measurement of the item and shall not be paid separately.
-
-
-
... More
Dia (mm) Type Class
-
-
-
... More
150 DI K-7
1100
2290200
2082
... More
100 DI K-7
3000
4392000
1464
... More
Providing,supplying,lowering & Laying in trenches,standerd lengths HDPE,PE-80 ISI Marked pipes of following grade and nominal diameter as per conferming IS-4984:1995 With necessory jointing material like mechanical connectors,i.e. thead/insert joint/quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion welding method,including all taxes (Central and local), transpotation and freight charges,inspection charges,loading /unloading charges ,stacking the same in closed shade duly protectingfrom sunrays and rains ,including cost of labour and material ,specials (Tee band etc) satisfactory hydraulic testing etc.Complete as per technical specifications and direction of engineer-in charge,(excluding earth work) . Note-Providing and fixing of all requsite specials as per drawing ,design and layout are inclusive in RM measurement of the item and shall not be paid seperately. supply upto 110mm dia coil & above 110mm dia straight length in 6M.
-
-
-
... More
125mm dia PE-100 PN-6
1100
630300
573
... More
110 mm dia PE-100 PN-6
1985
877370
442
... More
90 mm dia PE-100 PN-6
1100
290400
264
... More
75 mm dia PE-100 PN-6
6240
1160640
186
... More
Providing, lowering, 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 and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
... More
100 mm dia.
12
43992
3666
... More
Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)
-
-
-
... More
Soft seated sluice valves
-
-
-
... More
Dia (mm) PN rating
-
-
-
... More
150 1.6
10
191090
19109
... More
100 1.6
23
265742
11554
... More
80 1.6
28
255836
9137
... 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.:
All kinds of soil
10
2000
200
... More
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
... More
Walls (any thickness) including attached pilasters, buttresses plinth and string course.
60
17340
289
... More
roviding 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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
-
-
-
... More
Thermo-mechanically Treated bars (Conforming of relevent IS code)
120
9240
77
... 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 thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
10
56090
5609
... 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
All kinds of soil
2941.31
588262
200
... More
Ordinary rock
2941.31
1073578
365
... More
Hard rock (requiring blasting)
980.44
535320
546
... More
Hard rock(blasting prohibited)
980.44
766704
782
... More
Dismantling of cement concrete pavement for pipe line 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 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.
200
151400
757
... 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.
-
-
-
... More
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
200
924800
4624
... More
Construction of Valve/ NRV Chambers
-
-
-
... More
Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
-
-
-
... More
For Class-A loading
-
-
-
... More
Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
15
447000
29800
... More
Making Functional House Tap Connections ( FHTCs ).
-
-
-
... More
Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes 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 electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 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) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings 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.
-
-
-
... More
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
265
439370
1658
... More
P & F Bib cock (IS : 8931 mark), superior quality of approved make , brass 300-325 gm, 15 mm nominal bore.
265
82415
311
... More
Add extra over item no 1.21 & 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.
1200
52800
44
... More
OPERATION AND MAINTENANCE OF Rising Part of SCHEME for 5 Years.
-
-
-
... More
Maintenance of pipelines irrespective of size & material which includes Repairing of Bursts & leakages pollution control, survey & removal of choking, disconnection of illegal connections, Collection & recording minimum 10 nos. residual chlorine samples during daily supply timings, interconnections and all works related to pipeline network in existing distribution /rising main pipe lines of all sizes by digging out suitable size of pit in soft and loose soil/ hard soil including cutting of Black top, WBM & CC top of road of any size at work site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and then refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers. For entire job contractor will use their own T & P. Contractor with his own resources shall arrange de-watering,JCB & Tractor compressor if any and restore any amenity at his own cost damaged while performing the work in this item. The work includes daily patrolling and repair the leakages within stipulated time and complete maintenance of pipe line network of rising and distribution pipeline network within the scope of work for per km pipe line per month. Jointing material shall be provided by the department.
-
-
-
... More
Minimum labour for a following kms pipelines to be deployed.
-
-
-
... More
1 km to 50 km - one fitter-II & one beldar
31
24397
787
... More
Daily/ periodical operation of valves at supply times for specified by department per sluice valve per month. (Valve rod and cap to be arranged by contractor)
-
-
-
... More
80-300mm
10
12000
1200
... More
Maintenance of open wells which includes round the clock monitoring of open wells , complete repairs/ rewinding of submersible/Mono Block pump sets including cost of material components required to repair pump sets, starters, meters etc. of electric panal of tube wells, Lowering and unlowering of pump sets complete in all respect, maintenance of log-books & History sheet as directed by Engineer-in-charge for Open well per month.
-
-
-
... More
0.5 HP to 5.0 HP
10
37360
3736
... More
Maintenance of centrifugal pump sets and motor/ Monoblock including cost of rewinding of motor, material components & accessories required to repair pumpsets, starters etc. of electric panels, deinstallation and re installation of pumpsets complete in all respect for per Centrifugal pump set with pannel per month. maintenance of histroy sheet as directed by Engineer-in-charge for centrifugal pump set per month.
Operated load of Centrifugal Pump sets (HP)
-
-
-
... More
6.0 HP to 12.5 HP
10
21050
2105
... More
Providing and fixing of power factor control capacitor panel with Mtc. on monthly rental basis. The responsibility of contractor is to maintain minimum power factor as 0.96 If the contractor is failed to maintain minimum PF, and any surcharge on this account is levied by JVVNL the same shall be deducted from payment of contractor
27.5
660
24
... More
For 60 months (5 Years)
1
5728020
5728020
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