Public Works Department Tender
View complete overview of Puducherry PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Excavation
Eprocure
Opening Date26 Jul 2024
Closing Date1 Aug 2024
Tender Amount₹ 30,07,956
Costs
EMD
₹ 60,159Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDC2_16212_1Bid Award Id
ViewTender No
05/PHD/2024-25/04Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pudutenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Drilling of borewell any where in 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 level.
30
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Drilling of borewell any where in 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 level.
30
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-
Drilling of borewell any where in 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 level.
30
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-
Drilling of borewell any where in 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 level.
30
-
-
Drilling of borewell any where in 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 level.
30
-
-
Drilling of borewell any where in 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 level.
30
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. Upto 60 mts depth ending below ground level.
60
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 60 mts and upto 90 mts depth ending from ground level
30
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 90 mts and upto 120 mts depth ending from ground level
30
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-
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. From 120 mts and upto 150 mts depth ending from ground level
30
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-
Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 150 mts and upto 180 mts depth ending from ground level.
30
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-
Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 180 mts and upto 210 mts depth ending from ground level.
30
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-
Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 210 mts and upto 240 mts depth ending from ground level.
30
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-
Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 240 mts and upto 270 mts depth ending from ground level.
30
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-
Reaming from 140/150mm dia pilot bore to 300mm dia bore.From 270 mts and upto 300 mts depth ending from ground level.
30
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-
Reaming from 300 mm dia pilot bore to 400/450mm dia. Upto 60 mts depth ending below ground level.
60
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 60 mts and upto 90 mts depth ending below ground level
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 120 mts and upto 150 mts depth ending below ground level
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore .From 150 mts and upto180 mts depth ending below ground level.
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 180 mts and upto210 mts depth ending below ground level.
30
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-
Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 210 mts and upto240 mts depth ending below ground level.
30
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Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 240 mts and upto270 mts depth ending below ground level.
30
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Reaming from 300mm dia pilot bore to 400/450mm dia bore.From 270 mts and upto300 mts depth ending below ground level.
30
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-
Charges for developing the borewells with air compressor of 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor and conducting yield test by "V" Notch methods.
15
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-
Supplying of uPVC pipe for borewells conforming to IS 12818 -1992 with relevent amendments with class designation 'CD' with a wall thickness of 16.00mm to 18.00mm including transportation and stacking at site. JDW Plain Casing pipe -250 mm (10 inches) internal diameter
240
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-
Supplying of uPVC ribbed screen slotted pipe for borewells conforming to IS 12818 -1992 with relevent amendments with class designation 'CD' with a wall thickness 16mm to 18 mm with 2 mm slots - JDW pipe 250 mm (10 inches) internal diameter
60
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-
Lowering of casing pipe/ribbed screen slotted pipes into the borewell including cost of cleaning material, fixing of M.S centering guide size of 25 mm x 3 mm thick suitable for 273 mm dia uPVC pipe, including cost of labour for positioning of assembly for lowering purpose using rig.
110
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-
Surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil
75
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-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
30
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-
Supplying 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 pieces.
27
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-
Providing and laying in position cement concrete of specified grade using quick setting cement excluding the cost of centering and shuttering - all work up to plinth level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
62
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Supplying,transporting and packing of clay balls including filling the annular space gradually complete. The clay balls should be free from any sand particles.
62
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-
Providing and fixing MS top cover of 250 mm (10 inches) in diameter suitable for uPVC pipes
1
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-
Providing and fixing uPVC End Cap embedded in M.S. Cone suitable for uPVC casing pipe including the cost of materials and labour for jointing. 250 mm (10 inch) diameter JDW Endcap with Bottom Cone
1
-
-
Rental for Pump Test including 1) Submersible pump 20 HP,
2) 4" flexible or MS pipe to lower up to 100 metres and 1" pipe for reading observation, 3) Cable and other accessories, 4) Genset 40 kVA for 10 hours, 5) Labour charges for lowering and pulling out pump arrangement, 6) Transportation including the Transportation of Genset
7) Technical staff for conducting tests 2 to 3 members two days, complete (Note : Pump Test will be done simultaneously at 2 locations at a time)
1
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-
Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil
2
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-
Supplying and filling with gravel (excluding rock) in trenches , plinth, sides of foundations etc . In layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc .complete including all lead and lift
1
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
1
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
2.46
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Centering and shuttering including strutting , propping etc and removal of form for - Walls (any thickness ) including attached pilasters , butteresses , plinth and string courses etc.
10.48
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Providing , hoisting and fixing upto floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand) , cost of required centering , shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
0.5
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-
Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
259.35
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