Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Eprocure
Opening Date1 Jul 2021
Closing Date15 Jul 2021
Tender Amount₹ 93,42,341 
Notes
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Costs

  • EMD

    ₹ 93,423
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 1,102

Description

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BOQ Items

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Supplying and laying of approved Make Nylon rope 12mm thick complete with binding for support of pump and motor

7200

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60

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Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts,nuts and rubber insertion all complete as per IS :5312 (Part I) of 50mm dia

40

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1873

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Providing and installation of automatic water level indicator for supervisory control cum auto on/off of motor pump assembly inclusive of control panel ,500 mtr long 2 core ,4 pair cable for small rural water supply scheme, having source within 500mtr as per approved specification and as directed by Engineer in charge.(In case of lesser length of cable,equivalent amount @ Rs 12 /-per meter of short length will be deducted from above rate)

40

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18000

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Provision for providing special water chamber with dual arrangement for fixing riser pipe ofhand pump and HDPE pipe of submersible motor pump, cable ,nylone rope etc. complete.

40

-

5000

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Labour charges for taking out assembly from the tube well of India Mark II hand pump with 30 meters long 32mm dia riser pipe assembly and all other accessories.

40

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870

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Add to item No. 24.5 above for fixing extra length of Pipe beyon 30 Mtr.

960

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29

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Labour charges for lowering the assembly with complete fittings of India Mark II Hand pump from the tube well with 32mm dia 30 Meters long riser pipe assembly and other accessories

40

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728

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Add to above item No. 24.7 for fixing extra length of riser pipe assembly beyond 30 meters.

960

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24

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Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit,main switch etc. as per approved specification.

40

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13500

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. In All kind of soil

900

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140

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road.(a) Soft rock with or without blasting or bituminous pavement /

180

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255

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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 25 mm Dia. G.I. Class medium

3600

-

204

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20 mm Dia. G.I. Class medium

2000

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134

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15 mm Dia. G.I. Class medium

2800

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106

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Providing and fixing Tank Nipple with outer threading in G.I. Pipe line i/c cutting threading testing etc. complete confirming to IS 1879 25 mm Dia. G.I. Class medium

80

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188

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Providing and fixing G. I. Union in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879 25 mm Dia. G.I. Class medium

320

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238

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20 mm Dia. G.I. Class medium

160

-

184

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15 mm Dia. G.I. Class medium

240

-

107

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Providing & Fixing Following Check (Non Return) Valves Class II Conforming to IS-778/1984 ( reaffirmed 2005 ) Female ends, tested to 21.09 kg/sq.cm.25 mm dia. (Flanged)

240

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1327

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Providing And Fixing gate (full way) valves tested to 300lbs /sq.inch or 21.0 kg/sq.cm. Conforming to IS 778/1984 (Reaffirmed 2005) Class-II 25 mm dia. (Flanged)

120

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1428

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Providing and fixing G. I. threaded Flange in G.I. Pipe line i/c cutting threading testing etc. complete(New work) confirming to IS 1879 25 mm Dia. G.I.

320

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101

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Providing and fixing wrought steel Cap Plug with threading in G.I. Pipe line testing etc. complete confirming ti IS:1879 (New & Old Work) 25 mm Dia.

400

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90

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20 mm Dia.

400

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57

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15 mm Dia.

400

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39

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Providing & fixing including testing of water taps 15 mm Dia. CI Self Closing

240

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250

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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.

1080

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24

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Providing, placing and installation of polyethylene water tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and the base support for tank on tenace (at all floor level).HDPE Tank (1 x 2000)

80000

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6.3

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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap

120

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1664

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Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)(a) In foundation and plinth iii 1:3:6 (M-10) Plat Form Base Qty = 1x1.60x2.00x0.10=0.32

12.8

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3965

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Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and einforcement in foundation/plinth (20mm graded metal) 1:1.5:3 (M 20) Plat Form Base Qty = 1x2.00x1.20x0.15 = 0.36 Chajja Qty = 1x2.00x0.70x0.1 = 0.14 Chajja Qty = 1x2.00x0.10x0.15 = 0.03

21.2

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4751

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Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:(iii) Suspended floors, roofs, landings, balconies and access platform

131.2

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354

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Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete.(iv) In Cement Mortar 1:6

43.2

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5509

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Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm.

28

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672

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15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 sand)

140.8

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148

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Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage.

4000

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55

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Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

2200

-

108

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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

144

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652

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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns using self-drilling/ selftapping screws complete :Ridges plain (500 - 600mm).

96

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320

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Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with hite cement and matching pigments etc., complete

312

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776

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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 PartII 25mm dia Medium Class

320

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204

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15mm dia Medium Class(for Making Nipple as Per Requirement For Tap Fitting)

120

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106

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Providing & fixing including testing water taps For Pyau and Let-Bath (i/c.Extra 2 nos taps) 15mm dia

160

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250

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Providing and laying below ground unplasticised PVC pipe1 to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 110 mm diameter OD (min. wall thickness 3.2mm)

800

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234

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Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design.

40

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3172

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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :-With common burnt clay bricks of 25 kg /sqcm compressive strength.

80

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916

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Supply of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Volt grade, 1 core/2 core/3½ core/4 core ISI marked with alu. stranded /solid Armoured 3 core onductor 6 sq. mm.

3000

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72



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