Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Mar 2022
Closing Date19 Apr 2022
Tender Amount₹ 4,02,90,000 
Notes
Download

Costs

  • EMD

    ₹ 8,05,800
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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From 0.00 m to 3.00 m BGL

340

-

287

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Ordinary rock

-

-

-

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From 3.00 m to 5.50 m BGL

230

-

611

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Hard rock (requiring blasting) useful material 30 %

-

-

-

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From 5.50 m to 25.00 m BGL

1843

-

883

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Add extra over item No. 2.39.1 for every additional lift of 1.5 Mtr. or part thereof

-

-

-

... More
In All Kind of soil

-

-

-

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From 1.50 m to 3.00 m BGL

210

-

43

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In ordinary rock and hard rock

-

-

-

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From 3.00 m to 4.50 m BGL

210

-

122

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From 4.50 m to 6.00 m BGL

210

-

183

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From 6.00 m to 7.50 m BGL

133

-

244

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From 7.50 m to 9.00 m BGL

133

-

305

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From 9.00 m to 10.50 m BGL

133

-

366

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From 10.50 m to 12.00 m BGL

133

-

427

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From 12.00 m to 13.50 m BGL

133

-

488

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From 13.50 m to 15.00 m BGL

133

-

549

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From 15.00 m to 16.50 m BGL

133

-

610

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From 16.50 m to 18.00 m BGL

133

-

671

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From 18.00 m to 19.50 m BGL

133

-

732

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From 19.50 m to 21.00 m BGL

133

-

793

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From 21.00 m to 22.50 m BGL

133

-

854

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From 22.50 m to 24.00 m BGL

133

-

915

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From 24.00 m to 25.00 m BGL

91

-

976

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Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or bailng out of water is required, including shoring strutting where required and dewatering.

-

-

-

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From 10.00 m to 25.00 m BGL

1323

-

176.6

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Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1

1108.16

-

322

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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 three level

-

-

-

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Thermo mechanically treated bars (conforming to relevant IS:1786.)

5221.35

-

73

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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 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 (with graded stone aggregate 20mm nominal size)

96.36

-

5523

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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

1150

-

66

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In R.S. Joists

950

-

66

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Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with hold fast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (as per design ).

530

-

87

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Providing and fixing welded mesh / expanded metal mesh in frame work, flate iron beading 20*3 mm including top cross laps inside and out side welding , iron bots, screws, clips etc. complete (excluding frame work) of side (as per design ). Welded mesh25*25*16gauge

87.92

-

564

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Desilting and Repairing of existing open well of 4 mtr dia - 2 Nos

-

-

-

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18 to 20 mtr depth - 2 nos at Village Shekhawas

-

-

-

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Earth work in excavationover area (exceding 30 cm depth, 1.5 mtr and 10 Sqm in plan) for construction of nopen welll , lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil.

-

-

-

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From 15 to 17 mtr BGL

26

-

287

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Earth work in excavationover area (exceding 30 cm depth, 1.5 mtr and 10 Sqm in plan) for construction of nopen welll , lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr.

-

-

-

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Ordinary rock

-

-

-

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From 17 to 20 mtr BGL

26

-

611

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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 ordinary rock and hard rock

-

-

-

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From 18.00 to 19.50 mtr BGL

38

-

732

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From 19.50 to 20.00 mtr BGL

12

-

793

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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 15.00 to 20.00 mtr BGL

50

-

122.2

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Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1

100

-

322

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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 three level

-

-

-

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Thermo mechanically treated bars (conforming to relevant IS:1786.)

200

-

73

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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 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 (with graded stone aggregate 20mm nominal size)

9.62

-

5523

... More
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

240

-

66

... More
In R.S. Joists

200

-

66

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Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with hold fast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (as per design ).

200

-

87

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Providing and fixing welded mesh / expanded metal mesh in frame work, flate iron beading 20*3 mm including top cross laps inside and out side welding , iron bots, screws, clips etc. complete (excluding frame work) of side (as per design ). Welded mesh25*25*16gauge

25.12

-

564

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Construction of RCC Over Head Service Reservior

-

-

-

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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: -

-

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-

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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).

-

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-

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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.

-

-

-

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Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M

-

-

-

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2 Nos - 150 KL & 18 mtr stagging, OHSR in Village Bar & Shekhawas

150000

-

19.16

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100 KL & 18 mtr stagging, OHSR in Village Sadabhoj Ka Badiya

100000

-

25.18

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Construction of RCC Ground Level Service Reservior

-

-

-

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Construction of RCC Circular Clear Water (GLSR) Required capacity including execavation in all type of strata, foundation concrete, contianer walls, bottos slab, top roof slab / dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner inner face of the container and dome/slab, including refilling and disposing of surplus stuff, all labour and material charges, providing and fixing accessories such as M.S./Aliuminium ladder/RCC Stair 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 to all exposed surface of structure including dome etc. complete in all respect as per design data, criteria, obligatory requirement and detail specifications and scope of work and GA drawing. The Job include painting the name of the scheme and other details on the reservior and any other work related to structure as per the direction EIC, Technical specification and Scope of work.

-

-

-

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The rate indicated below are excluding the cost of pipes, specials and valves required for inlet , outlet , washout, overflow arrangement.

-

-

-

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Ground Level Reservior on Hillock Near Barjal

-

-

-

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60 KL on Hillock Sadabhoj Ka Badiya

60000

-

7.24

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30 KL on Hillock Sadabhoj Ka Badiya

30000

-

9.78

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Providing and fixing double flanged ISI marked GI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps 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 (For GLSR)

30

-

1016

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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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150 mm dia

42

-

2801

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100 mm dia

126

-

1947

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Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing 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) ,Epoxy ( 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 . 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.

-

-

-

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Manually Operated CI Sluice valve of Class PN-1.0

-

-

-

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150 mm HW

2

-

11720

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100 mm HW

14

-

7456

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Providing, Laying & Jointing Pipe line for Rising Main

-

-

-

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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.

-

-

-

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DI K-7 Pipe 100 mm dia

4675

-

1262

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Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing 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) ,Epoxy ( 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 . 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.

-

-

-

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Manually Operated CI Sluice valve of Class PN-1.0

-

-

-

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100 mm HW

10

-

7456

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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 Screwed type shall have extcrnal pipe threads conforming to IS 554 Fastners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, 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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Class PN 1.6

-

-

-

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25 mm S-1 Type

7

-

2841

... More
Construction of Air Valve shaft 25 mm dia as per drawing -7 Nos

-

-

-

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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 & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil.

3.81

-

203

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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. 1:3:6 (1Cement : 3 Course Sand : 6 Graded stone aggregate 40 mm nominal size

0.48

-

3861

... 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 Walls (any thickness) including attached pilasters, buttresses plinth and string course.

109.62

-

103

... More
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)

318.55

-

73

... More
Reinforced cement concrete work in walls (anythickness) including attached pilasters, butteresses, plinth and strings courses, fillets, columns, pillars, piers abutments, posts and strutsetc upto floor three level including curing, compactions , finishing with rendering in cement sandmortar 1:3 (1 cement:3 coarse sand) making good the joints excluding cost of centering shuttering and reinforcement 1:1.5:3 (1 cement :1.5 sand ;3 stone aggregates 20mm size)

2.98

-

5523

... More
Providing & Fixing MS Pipe with specials

402.2

-

122

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Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc 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, Face to face dimensions as per IS 5312 (part -1):2004 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 and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

-

-

-

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Class PN 1.6

-

-

-

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100 mm dia

9

-

10860

... 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.:

-

-

-

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All kind of soil.

841.5

-

172

... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:

-

-

-

... More
Ordinary rock

631.13

-

349

... More
Hard rock (Required Blasting) (Usefull material 30 %)

315.57

-

517

... More
Hard rock (Blasting Prohibited) (Usefull material 30 %)

315.57

-

764

... 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.

30

-

653

... More
Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.

-

-

-

... More
Bituminous courses

8

-

362

... More
Granular courses

15

-

259

... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

30

-

4033

... More
carriage of earth, sand, lime, moorum, manure or sludge, building rubbish, stone metal( girt and ballast etc), stone for masonry work and soling and excavated rock etc including loading uploading and stacking if required complete in all respect. (Beyond 2 km)

110

-

142

... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

-

-

-

... More
M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

30

-

5312

... More
Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

-

-

-

... More
Plain ended CI specials including tail piece, spigot end and socket end.

-

-

-

... More
Up to 300 mm dia

100

-

100

... More
Construction of Saddle Piller 100 mm - 6 Nos

-

-

-

... More
additional E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m. hard rock (required blasting) useful materials 30 %

8.76

-

398

... More
Providing & laying in position cement concrete inclg. curing compaction etc. complete in specified grade exclg. the cost of centering and shuttering - All wotk up to plinth level. 1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).

1.44

-

2819

... More
Centring and shuttering with Ply-wood or steel sheets inclg. strutting, proppiing bothways and removal of form work for superstructure up to 4.5 m height above plinth level for lintel, chajjas, roof, staircase, balcony, bedplate etc.

32.46

-

223

... More
P&L C.C. in RCC work for suspended floors, roof, girders, having slope up to 15 degree, landings, balconies, shelves, lintels, bands, plain window sills, beam, staircase etc upto 4.5 m height above plinth M-20 grade mix 1:1.5:3 (1cement :1.5coarsesand :3graded stone agg. 20 mm nom.size) inclg. curing compaction finishing with rendering in CSM 1:3 exclg cost of cent. & shuttering.

2.34

-

5482

... More
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)

44.16

-

73

... More
Construction of Thurt Block For 100 mm dia pipe line - 6 Nos

-

-

-

... More
additional E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m. hard rock (required blasting) useful materials 30 %

0.36

-

398

... More
Providing & laying in position cement concrete inclg. curing compaction etc. complete in specified grade exclg. the cost of centering and shuttering - All wotk up to plinth level. 1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).

0.41

-

2918

... More
Centring and shuttering with Ply-wood or steel sheets inclg. strutting, proppiing bothways and removal of form work for superstructure up to 4.5 m height above plinth level for lintel, chajjas, roof, staircase, balcony, bedplate etc.

10.08

-

223

... More
P&L C.C. in RCC work for suspended floors, roof, girders, having slope up to 15 degree, landings, balconies, shelves, lintels, bands, plain window sills, beam, staircase etc upto 4.5 m height above plinth M-20 grade mix 1:1.5:3 (1cement :1.5coarsesand :3graded stone agg. 20 mm nom.size) inclg. curing compaction finishing with rendering in CSM 1:3 exclg cost of cent. & shuttering.

1.32

-

5482

... More
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)

45.84

-

73

... More
Providing, Laying & Jointing Pipe line of Distribution system for Commissioning of Proposed GLSR & OHSR

-

-

-

... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.

-

-

-

... More
DI K-7 Pipe 150 mm dia

100

-

1795

... More
DI K-7 Pipe 100 mm dia

5367

-

1262

... More
DI K-7 Pipe 80 mm dia

1395

-

1214

... More
Providing, lowering, laying and jointing in trenches,  standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.

-

-

-

... More
HDPE PE-80 PN-6

-

-

-

... More
90 mm dia

6428

-

264

... More
75 mm dia

5695

-

187

... More
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing 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) ,Epoxy ( 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 . 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
Manually Operated CI Sluice valve of Class PN-1.0

-

-

-

... More
80 mm HW

16

-

5432

... More
100 mm HW

10

-

7456

... 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 kind of soil.

3797

-

172

... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:

-

-

-

... More
Ordinary rock

2848

-

322

... More
Hard rock (Required Blasting) (Usefull material 30 %)

1424

-

475

... More
Hard rock (Blasting Prohibited) (Usefull material 30 %)

1424

-

674

... 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.

368

-

653

... More
Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.

-

-

-

... More
Bituminous courses

10

-

362

... More
Granular courses

20

-

259

... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

260.4

-

4033

... More
carriage of earth, sand, lime, moorum, manure or sludge, building rubbish, stone metal( girt and ballast etc), stone for masonry work and soling and excavated rock etc including loading uploading and stacking if required complete in all respect. (Beyond 2 km)

300

-

142

... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

-

-

-

... More
M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

292.5

-

5312

... More
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

-

-

-

... More
BFM 150 mm

2

-

20709

... More
BFM 100 mm

2

-

13359

... More
Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

-

-

-

... More
Plain ended CI specials including tail piece, spigot end and socket end.

-

-

-

... More
Up to 300 mm dia

200

-

100

... 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 PN-1.0

4

-

3160

... More
150 mm dia PN-1.0

4

-

4964

... More
Providing & Installation of Pump Machinery at existing and proposed Open wells

-

-

-

... More
Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and 2 pole motor operating at syncronised 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/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 mentioned in TD.

-

-

-

... More
Pump set at Village Shekhawas

-

-

-

... More
7 Nos Pump Sets x 3.73 kw Each (Q- 1.77 LPS H- 70 m) For Existing OW1 & 2 and Proposed OW 1 , 2 & 3

7

-

34432

... More
Pump set at Village sadabhoj Ka Badiya

-

-

-

... More
3 Nos Pump Sets x 3.73 kw Each (Q- 1.74 LPS H- 75 m) For Existing OW and Proposed OW 1

3

-

34432

... More
3 Nos Pump Sets x 3.73 kw Each (Q- 1.04 LPS H- 60 m) For Proposed OW 2 & 3

3

-

34432

... More
2 Nos Pump Sets x 3.73 kw Each (Q- 1.04 LPS H- 70 m) For Proposed OW 4

2

-

34432

... More
Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.

-

-

-

... More
Above 5 HP and up to 10 HP

14

-

20924.9

... More
Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.

-

-

-

... More
MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)

350

-

122

... More
Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.

10

-

1100

... More
Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.

-

-

-

... More
10.0 Sq.mm, 4 core

210

-

169

... More
Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.

-

-

-

... More
3 core 4.00 Sq. mm

600

-

163

... More
Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.

-

-

-

... More
50 mm dia

210

-

597

... 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.

10

-

600

... More
CONSTRUCTION OF RECHARGING PIT STRUCTURES AT DRY/ABUNDANT BORE WELLS BY RAIN WATER - 5 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.

175

-

124

... More
(B) Ordinary Rock.

125

-

268

... 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 ).

0.8

-

2918

... More
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ).

1.8

-

3861

... 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, & Chennel etc.

60

-

66

... More
Supply of Coarse Sand .

12.5

-

900

... More
Providing and fixing Grevels

-

-

-

... More
(A) 6 mm nominal size Crusher broken.

6.25

-

800

... More
(B) 20 mm nominal size Crusher broken.

6.25

-

800

... More
(C) 100 mm hand broken.

22.5

-

700

... More
(D) 300 mm hand broken.

57.5

-

900

... More
Plaster on New surface on wall in cement sand mortar 1:3 including raking of Joints etc. complete fine finish. 20 mm thick.

140

-

187

... More
Random rubble dry stone kharanja under floor

30

-

979

... More
Providing and Lowering of ISI mark PVC-U casing and screen pipe as per IS : 12818 : 2010 or amended upto date having pipe thickness as per IS code suitable for TW and DCB 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
150 mm nominal bore

22.5

-

579

... More
Stone masonry 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 : 6sand)

22.5

-

2111

... More
Supply of ERW M.S. block casing pipe ISI marked (IS: 4270/1992) of grade Fe 410 of following sizes at site of work.

-

-

-

... More
Nominal bore of pipe 114.3(MM) Oustside dia &5mm Thick

25

-

700

... More
S & F tube well cover of M.S. Sheet (6 mm thick) with nuts and bolts complete for casing size:

-

-

-

... More
100 mm dia

5

-

160

... More
Providing service connection for House Hold

-

-

-

... More
Providing Household Tap Connection as per technical specification and approved drawing 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 valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meterbox (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 seperately.

-

-

-

... More
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.

874

-

1786

... More
P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.

874

-

271

... More
Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..

1750

-

172

... 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.

2000

-

40



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