Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Pipes and Pipe Related Activities
Opening Date12 Mar 2021
Closing Date30 Mar 2021
Tender AmountRefer Documents 
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Description

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BOQ Items

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DO_NOT_SHOW

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(B) In PCC Portion

408

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Demolishing C.C./R.C.C. work by mechanical means includingstacking of serviceable material and disposal of unserviceable material with in 50m, lead.

72

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Providing, laying and jointing following P.V.C. pipes with solvent cement joint for 6 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect.

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90 mm dia PVC 6 kg./cm2

2000

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Providing and laying in position including testing following PVC bends suitable for 6Kg/Sq. cm.pressure pipes.

-

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90 mm dia PVC 6 kg./cm2

10

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Providing and laying in position including testing following PVC Tees, suitable for 6Kg/Sqm. Pressure pipes

-

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90 mm dia PVC 6 kg./cm2

5

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Providing and laying in position including testing following PVC flanged tail pieces suitable for 6, 8 and 10 Kg./Sq. cm. Pressure pipes.

-

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90 mm dia PVC 6 kg./cm2

8

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Providing and laying in position including testing following PVC end Cap (plugs) suitable for 6 Kg/Sq cm. Pressure pipes.

-

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90 mm dia PVC 6 kg./cm2

4

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Providing and laying in position including testing PVC coupler suitable for 6 Kg/Sq. cm. Pressure pipes.

-

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90 mm dia PVC 6 kg./cm2

10

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Providing and laying in position including testing of following PVC Reducers suitable for 6 Kg/Sq cm. Pressure pipes.

-

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110 x 90 mm dia

5

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Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete P.N.-1.6

-

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80mm dia

4

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Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS:1239/2011 Part- II.

-

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100 MM GI Pipe

24

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Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.

1128

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Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:3:6 (M-10)

72

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Construction of Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm M-20 RCC chamber cover size 130x100cmx120cm including cost of materials, labour etc.complete.

4

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Providing, erecting, commissioning and giving test & trial for a period of one month including one year free maintenance after commissioning of Electro chlorinator capable of generating chlorine from common salt by electrolysis using electrodes in form of sodium hypo chlorite solution containing 6-8 gms/lit of available chlorine in batch or continuous prosses and capable of providing 8 hrs storage of hypochlorite in case of power failure. The electro chlorinator shall comprise of following. Electrolytic cell consisting dimensionally stable electrodes made from Gr I Titanium sheet with multi metal oxide coating. Electrolyzer tank made from PVC-FRP or Acrylic. Power pack consisting of transformer rectifier for generating suitable DC current from AC supply along with the control switch for dosing pumps etc. through MCB's contacts, relays and wiring Control panel for the electro chlorinator consisting of DC voltage and current display income phase status unit on-off switches fuses etc. Dosing tank of suitable capacity made from PVC/FRP. Dosing pumps of specials quality (1W + 1S) suitable to handle hypo chlorite solution. Entire chlorine solution pipeline shall be of PVC Chlorine test kit suitable to measure residual chlorine up to 5 ppm. 25 gm/hr (PHE Sor No.- 26.9.1 , Page - 313 )

1

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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal ofexcavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

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All types of soil

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Col.

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Steps -

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Total

7.13

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Providing and filling in plinth with sand/ Crusher dust and hard moorumunder floor in layers not exceeding 20cm in depth consolidating eachdeposited layer by ramming and watering, including dressing etc.complete.

1.44

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Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

-

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Step

-

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Hall

-

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Total

1.26

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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

-

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Ground beam Side

-

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Total

7.92

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Columns, Pillars, Piers and likes- rectangular or square in shape

12.64

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Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

-

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Lintal Beam Side

-

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Chhajja

-

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Main Slab

-

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Total

12.75

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Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

-

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Ground Beam

-

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Lintel

-

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Chhajja

-

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Main Slab

-

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Total

3.8

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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

-

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80 kg/Cum of RCC Qty i/e

304.13

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Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

-

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Cement Mortar 1:5 (1 cement : 5 coarse sand)

-

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Total

0.33

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Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

-

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Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

-

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Cement Mortar 1:6 (1 cement : 6 coarse sand)

-

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Deduction as opening - D

-

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Windows -W-

-

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Total

-

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Deduction Net Brick Work QTY.

4.95

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Providing and laying damp proof course (upto 50mm thick) with plaincement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

-

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Total

0.1

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Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm) finished with a floatingcoat of neat cement

-

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50 mm thick

5.76

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Providing and making 6mm thick cement plaster of mix In Cement mortar 1:3 (1 cement : 3 fine sand)

-

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In Hall

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Chhajja Plaster

-

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Total-

9

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Providing and making 12mm thick cement plaster of mix:

-

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In Cement Mortar 1:5 (1 cement : 5 fine sand)

-

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Dedution as Openings

-

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w-W-

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Total

-

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Deduction Net Plaster Work QTY.

24.75

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Providing and making 15mm thick cement plaster on the rough side ofsingle or half brick wall of mix:

-

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In Cement Mortar 1:5 (1 cement : 5 fine sand)

-

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Dedution as Openings

-

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w-W-

-

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Total

-

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Deduction Outer Walls Plaster Work QTY.

34.03

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Providing and fixing steel door/ window with M.S. sheet 1mm thick, frameof angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mmM.S. gusset plates at junctions and corners, all necessary fittingscomplete including applying a priming coat of red oxide zinc chromateprimer.

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Total

-

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Total 120 Kg

120

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Applying one coat of cement primer on wall surface (applied @ 0.80litrs/10 sqm) complete.

67.78

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Wall painting with acrylic premium emulsion (plastic) paint of requiredshade to give an even shade.

-

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On new work (two or more coats)

67.78

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Painting on new work (two or more coats) to give an even shade with:

-

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Satin synthetic enamel paint

4.05

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Providing and constructing one stand post as per type design with excavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4 convert for platform of 1.5mx1.5m with side curb and bucket rest of 80 mm dia. 160mm dia PVC pipe central post duly filled therein with C.C. 1:2:4, 2.2m long, 15 mm dia medium G.I. pipe. From point of tapping to stand post additional 1620 (20 mm dia) composite pipe 6.0 m long. Providing and fixing of 15 mm dia, one steel water tap, one flow control valve SS, 5 LPM complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when good foundation in available. Rate includes draining arrangement by excavating open gutters complete (PHE Sor No.- 19.35 , Page -253 )

170

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Extra pipe line beyond 6m length

-

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Earth work in excavation for pipe trench in hard soil areas including dressing, watering and ramming and disposal of excavated earth lead up to 50 meters and lift up to 1.5m, Disposal earth to be levelled, neatly dressed.

-

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(a) for Hard soil

160.65

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Providing and fixing Polyethylene-Aluminum-Polyethylene (PE-AL-PE)Composite Pressure pipes Conformingto IS: 15450-2004 U.V. Stablished with carbon black having thermal stability for hot & cold water supply,capable to with stand temperature upto 800 C including all specials andfittiings of composite material (engineering plastic. gland and brassinsert wherever required) e.g. elbws,tees. reducers, couplers andconnectors wiith clamp at 1m spacing.This includes testing of joints completeas per the directions of engineer- incharge(Exposed on wall).

-

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1620( 20mm OD ) Pipe

1190

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Demolishing C.C./R.C.C. work by mechanical means includingstacking of serviceable material and disposal of unserviceable material with in 50m, lead.

94.2

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Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.

-

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Deduction for pipe

160.65

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Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.In Plinth & foundation

-

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1:3:6 (M-10)

94.2

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Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe andconnection cable.

1

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5 H.P. with up to 5 stages, Head Mt. 55-13 Discharge LPM 120-510

-

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Providing and fixing of suitable rating ISI marked DOL Three phase controle panel

1

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3 HP - 5 HP ( Three Phase)

-

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GI pipe 50 mm dia

50

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Supplying and laying of submersible flat cable ISImarked 3 core copper wire of suitable size with proper clamping of approved make. 4.0 sq mm multi strand

85

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Armouled cable wire 4*10 sqare meter

115

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Labor only for Lowering of three phase submersible pumpin set in the tubewell with pipe line assembly , electric cable , testing etc. comp. including in connecting the electric cable from pump and starter

1

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Provision of electric connection as per discussion with CSPDCL. Connection

1

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