Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Jun 2024
Closing Date10 Jun 2024
Tender Amount₹ 27,18,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Ordinary Rock

162

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Providing laying and fitting of HDPE pipe conforming to IS 4984:1995with latest amentment and conveying to work site including loading loading and unloading at both destination and rolling ,lowering into the trenches ,laying true to line and jointing of pipes and special by electrofusion welding /electro compression as per standard procedure and guidlines ,including encasing the pipe around to a depth not less 15cms with softs earth or selected earth available from the excavation etc.complete giving hydralic test as per relevent ISI with all leads and lifts including testing commissioning .the rate whereever required complete (contractor will make own arrangements for procuring water for testing ) HDP pipe PE100,PN16 20mm dia

450

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50mm dia

600

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25mm dia

200

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32mm dia

400

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110mm dia

100

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, etc.

2214

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end ) 50mm dia nominal bore

2

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65mm dia nominal bore

2

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40 mm nominal bore

4

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32mm nominal bore

5

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80mm nominal bore

2

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75 mm nominal bore

2

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25 mm nominal bore

2

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Providing ,supply &fixing Glasswool 50mm thick density 24kg/cum with chicken mesh ,binding wires, wrapping of polythene sheets (120 GSM )&aluminium sheet 24 guage all around the pipe and including cost of all labour charges complete job. Exposed pipeline

50

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Providing Glass wool 50mm thick ,wrapping of polythene sheets (120GSM,chicken mesh all around the pipe including cost of all labour charge with all leads and lifts and as directed by the Engineer incharge of the work .Partially oexposed pipeline

100

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Welding of GI pipe with one root layer and two additional layer with 3.14mm and 4mm,IS marked M.S welding rods to fill the groves between the pipes,welding to be done by special /skill worksmen handling of pipe with proper tools/tackles can be tripod stand ,chain pulley block for rising and lowering of pipes and for proper workability ,proper alignment and edge /level matching ,initial tack welding and final welding tobe circumferential butt welded joints, removal of slag before a new layer is put in place and afterward ,defects in welds to be rectified by filling of any cavaties etc.negotiating and fabriccation of bends required as per site condition along the alignment of the main line.The complete job includes cost of pipe welding rods gas for cutting and charge of equipment ,tools/tackles skilled/semi skilled labour charges at site.

10

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Providing and fixing of G.I. pipes complete with G.I fitting excluding trenching and refilling etc.medium .Repair on existing line 100mm dia GI pipe

1

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65mm diaGI pipe

100

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40mm dia GI pipe

100

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15mm dia GI pipe

100

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20mm dia GI pipe

200

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25mm dia GI pipe

200

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32mm dia GI pipe

300

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laying and relaying fitting of G.I. pipes (all classes)complete excluding cost of pipes fittings and earth work.15mm and 20mm dia G.I pipe

700

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25mm and 32mm dia .G.I pipes

800

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40mm and 50mm dia G.I pipe

600

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65mm and 80mm dia G.I pipe

500

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100mm and 150mm dia .G.I pie

50

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Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-incharge. PN-16 pipe, 20mm OD(SDR-7.4)

100

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PN-16 pipe , 25mm OD(SDR-7.4)

100

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PN-16 pipe , 32mm OD(SDR-7.4)

50

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Providing and fixing brass bib cock of approved quality 20mm nominal bore

30

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Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including nipple ,socket, excavation , refilling the earth or cutting of wall and making good the same complete . 80mm nominal bore

4

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40mm nominal bore

5

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65mm nominal bore

4

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50mm nominal bore

8

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32 mm nominal bore

12

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20 mm nominal bore

10

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15 mm nominal bore

8

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25mm nominal bore

6

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Providing and placing on terrace (at all floor levels ) polyethylene water storage tank ISI :12701 marked ,with cover and suitable locking arrangement and making necessary holes for inlet ,outlet and overflow pipe but without fitting and the base bsupport for tank

1000

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Dismentling of old pipes including removal from trenches and relaying the same ,during realingnment of main supply pipes 65mm dia GI Pipe

50

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40mm dia GI Pipe

150

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15mm dia GI Pipe

300

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20mm dia GI Pipe

200

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25mm dia GI Pipe

200

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32mm dia GI Pipe

300

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50mm dia GI Pipe

100

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80mm dia GI Pipe

50

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Labour engaged for daily operation and regulation of repair work

100

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Engagedment of Hydrulic excavator of 1cum bucket for carrying out various loading and mechanical work.

20

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Centering and shutting including strutting propping etc.and removal of form work for

20

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12mm cement plaster 1:3(1cement :3coarse sand )finished with a floating coat of neat cement

20

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Providing and laying in position cement concrete of specified grade excluding the cost of curing but excluding the cost of centring and shuttering. All work upto plinth level in M10(1:3:6)stone aggregate 20mm nominal size

3.6

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

200

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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with nallah stone cement mortar 1:6(1cement :6coarse sand)

3.38

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Dry random rubble masonary with hard stone in foundation and plinth using quarry stone with bond stone

4.05

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Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (20mm nominal crushed)

4.5

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Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring Shuttering and curing complete,1:3:6(1cement :3coarse sand :6graded crush stone aggregate 20mm nominal

2.7

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Electrocompression coupler of PE 100,PN 16 grade50mm dia

12

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Electrocompression coupler of PE 100,PN 16 grade32mm dia

3

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Electrocompression coupler of PE 100,PN 16 grade 25mm dia

5

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HDPE pipe saddle 25mm dia

2

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HDPE pipe saddle 32mm dia

3

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HDPE pipe saddle 50mm dia

3

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Laying and fitting of HDPE pipe conforming to IS 4984:1995with latest amentments and conveying to work site including loading and unloading at both destination and rolling lowering into the trenches ,laying true to line and jointing of pipe and special by electrofusion welding /electro compression as per standard procedure and guidlines HDPE pipe PE100,PN 16 20mm dia

100

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50mm dia

100

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25mm dia

200

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75mm dia

50

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32mm dia

300

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40mm dia

250

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63 mm dia

250

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Laying and fitting of HDPE pipe conforming to IS 4984:1995with latest amentments and conveying to work site including loading and unloading at both destination and rolling lowering into the trenches ,laying true to line and jointing of pipe and special byelectro compression as per standard procedure and guidline Blue MDPE pipe 20mm dia

300

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fmishing and reinforcement.

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