Skip to main content

Puducherry SOR 2024-25

Miscellaneous (Public Health) rates

71 miscellaneous (public health) items from the Puducherry PWD, effective 2024-08-14.

Miscellaneous (Public Health) rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹142.11 to ₹9,015.97. Transcribed from Puducherry PWD — Puducherry Schedule of Rates 2024-25, Puducherry region. Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. Reference only — verify against the official source before pricing a bid.

Download the full schedule (Excel)All 46 chapters

71 items — scroll the table to browse

DescriptionUnit
33.10Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the holes after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement:2 fine aggregate:4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proofEach421.16
33.22.1Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres: 80 mm diameter C.I. pipeMetre308.74
33.22.2Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres: 100 mm diameter C.I. pipeMetre325.01
33.22.4Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres: 150 mm diameter C.I. pipeMetre355.96
33.22.5Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres: 200 mm diameter C.I. pipeMetre400.34
33.22.6Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres: 250 mm diameter C.I. pipeMetre443.17
33.22.7Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres: 300 mm diameter C.I. pipeMetre483.26
33.23.1Labour for cutting C.I. pipe with steel saw:- 80mm diameter C.I. pipeEach142.11
33.23.2Labour for cutting C.I. pipe with steel saw:- 100mm diameter C.I. pipeEach189.68
33.23.3Labour for cutting C.I. pipe with steel saw:- 125mm diameter C.I. pipeEach261.29
33.23.4Labour for cutting C.I. pipe with steel saw:- 150mm diameter C.I. pipeEach355.80
33.23.5Labour for cutting C.I. pipe with steel saw:- 200mm diameter C.I. pipeEach474.44
33.23.6Labour for cutting C.I. pipe with steel saw:- 250mm diameter C.I. pipeEach592.44
33.23.7Labour for cutting C.I. pipe with steel saw:- 300mm diameter C.I. pipeEach711.08
33.23.8Labour for cutting C.I. pipe with steel saw:- 350mm diameter C.I. pipeEach829.08
33.24Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at siteCum1,564.90
33.25ADry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Excluding cost of stone)Sqm666.90
33.27.1.1Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -Upto 60 mts depth ending below ground levelMetre1,536.10
33.27.1.2Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. - From 60mts and upto 90 mts. Depth ending below ground levelMetre1,663.60
33.27.1.3Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. - From 90mts and upto 120 mts. Depth ending below ground levelMetre1,763.80
33.27.1.4Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 120mts and upto 150 mts. Depth ending below ground levelMetre1,857.30
33.27.1.5Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 150mts and upto 180 mts. Depth ending below ground levelMetre1,886.20
33.27.1.6Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 180mts and upto 210 mts. Depth ending below ground levelMetre1,947.30
33.27.1.7Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 210mts and upto 240 mts. Depth ending below ground levelMetre2,003.40
33.27.1.8Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 240mts and upto 270 mts. Depth ending below ground levelMetre2,073.10
33.27.1.9Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 270mts and upto 300 mts. Depth ending below ground levelMetre2,119.00
33.27.1.10Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. - From 300mts and upto 330 mts. Depth ending below ground levelMetre2,169.90
33.27.1.11Drilling of borewell any where in UT of Pondicherry including tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. - From 330mts and upto 360 mts. Depth ending below ground levelMetre2,215.80
33.27.2.1Reaming from 140/150 mm dia pilot bore to 300mm dia bore. Upto 60 mts depth ending below ground levelMetre385.70
33.27.2.2Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 60 mts and upto 90 mts depth ending from ground levelMetre409.50
33.27.2.3Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 90 mts and upto 120 mts depth ending from ground levelMetre436.70
33.27.2.4Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 120 mts and upto 150 mts depth ending from ground levelMetre443.50
33.27.2.5Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 150 mts and upto 180 mts depth ending from ground levelMetre463.90
33.27.2.6Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 180 mts and upto 210 mts depth ending from ground levelMetre487.70
33.27.2.7Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 210 mts and upto 240 mts depth ending from ground levelMetre509.80
33.27.2.8Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 240 mts and upto 270 mts depth ending from ground levelMetre528.50
33.27.2.9Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 270 mts and upto 300 mts depth ending from ground levelMetre557.40
33.27.2.10Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 300 mts and upto 330 mts depth ending from ground levelMetre579.40
33.27.2.11Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 300 mts and upto360 mts depth ending from ground levelMetre599.80
33.27.3.1Reaming from 200 mm dia pilot bore to 350mm dia bore. Upto 60 mts depth ending below ground levelMetre433.30
33.27.3.2Reaming from 200mm dia pilot bore to 350mm dia bore. From 60 mts and upto 90 mts depth ending below ground levelMetre458.80
33.27.3.3Reaming from 200mm dia pilot bore to 350mm dia bore. From 90 mts and upto 120 mts depth ending below ground levelMetre487.70
33.27.3.4Reaming from 200mm dia pilot bore to 350mm dia bore. From 120mts and upto 150 mts depth ending below ground levelMetre503.00
33.27.3.5Reaming from 200mm dia pilot bore to 350mm dia bore.From 150 mts and upto 180 mts depth ending from ground levelMetre520.00
33.27.3.6Reaming from 200mm dia pilot bore to 350mm dia bore.From 180 mts and upto 210 mts depth ending from ground levelMetre559.10
33.27.3.7Reaming from 200mm dia pilot bore to 350mm dia bore.From 210 mts and upto 240 mts depth ending from ground levelMetre638.90
33.27.3.8Reaming from 200mm dia pilot bore to 350mm dia bore.From 240 mts and upto 270 mts depth ending from ground levelMetre655.90
33.27.3.9Reaming from 200mm dia pilot bore to 350mm dia bore.From 270 mts and upto 300 mts depth ending from ground levelMetre671.20
33.27.3.10Reaming from 200mm dia pilot bore to 350mm dia bore.From 300 mts and upto 330 mts depth ending from ground levelMetre693.30
33.27.3.11Reaming from 200mm dia pilot bore to 350mm dia bore.From 330 mts and upto 360 mts depth ending from ground levelMetre710.30
33.27.4.1Reaming from 300 mm dia pilot bore to 400/450mm dia. Upto 60 mts depth ending below ground levelMetre594.70
33.27.4.2Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 60 mts and upto 90 mts depth ending below ground levelMetre666.10
33.27.4.3Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 90 mts and upto 120 mts depth ending below ground levelMetre710.30
33.27.4.4Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 120 mts and upto 150 mts depth ending below ground levelMetre752.80
33.27.4.5Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 150 mts and upto180 mts depth ending below ground levelMetre783.40
33.27.4.6Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 180 mts and upto210 mts depth ending below ground levelMetre805.40
33.27.4.7Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 210 mts and upto240 mts depth ending below ground levelMetre824.10
33.27.4.8Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 240 mts and upto270 mts depth ending below ground levelMetre863.20
33.27.4.9Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 270 mts and upto300 mts depth ending below ground levelMetre895.50
33.27.4.10Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 300 mts and upto330 mts depth ending below ground levelMetre939.70
33.27.4.11Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 330 mts and upto360 mts depth ending below ground levelMetre972.00
33.27.5Charges for developing the borewells with air compressor of 600 CFM capacity including transportation labour and fuel charges for compressor and conducting yield test by "V" Notch methodsHour9,015.97
33.27.7Supplying of UPVC plain casing pipe for borewells conforming to I.S. 12818 -1992 with relevent amendments with class designation 'CM' and with minimum wall thickness 10mm including transportation and stocking at site -200mm diaMetre3,512.50
33.27.8Supplying of UPVC ribbed screen slotted pipe for borewells conforming to IS 12818 -1992 with relevent amendments with class designation 'RS' and with minimum wall thickness 10mm including transportation and stocking at site - 200mm diaMetre4,144.14
33.27.9Supplying of MS centering guide of size 25 mm x 3 mm thickness suitable for 200 mm UPVC pipeNos180.67
33.27.10Lowering of UPVC plain casing pipe/ribbed screen slotted pipes into the borewell including cost of cleaning material,fixing of M.S centering guide size of 25mm x 3mm thick suitable for 200mm dia UPVC pipe,including cost of labour for positioning of assembly for lowering purpose using rigNos155.08
33.27.11Supplying transportation and packing of 8mm size down gauge graded pebbles including filling the annular space gradually complete.The pebbles disintegrated pieces. should be free from any disintegrated piecesCum5,989.30
33.27.12Supplying, transporting and packing of clay balls including filling the annular space gradually complete. The clay balls should be free from any sand particlesCum4,282.14
33.27.13Providing and fixing M.S. top cover suitable for UPVC pipes including the cost of materials and labour etcNos1,006.65
33.27.14Drilling 200mm dia borehole in hard rock formation by DTH method (Down the hole hammer) inside the already inserted 200mm UPVC casing pipe.The entire column is to be cleaned at site.The rate includes hire charges for the power rig for drilling the bores,the cost of fuel charges,transporting to and fro the power rig flushing the bore using compressor providing danger lights during night time etc.,completeMetre1,187.04
33.27.16Providing and fixing of UPVC End Cap embedded in M.S. Cone suitable for UPVC casing pipe including the cost of materials and labour for jointingNos2,031.43

Other chapters in this schedule

Pricing miscellaneous (public health) against a live tender

Mapping a tender BOQ to the right schedule items, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.

See how estimation works