Public Works Department Tender
View complete overview of Puducherry PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Excavation
Eprocure
Opening Date30 Aug 2024
Closing Date5 Sep 2024
Tender Amount₹ 34,18,849
Costs
EMD
₹ 68,377Document Cost
₹ 525Tender Fee
Refer Documents
Summary
Sinking Of 2 Nos Of Borewell And Supply, Erection An Commissioning Of15 Hp Submersible Motor, Pumpset And Allied Electrical Works At Nonankuppam Village, Manavely Constituency, Puducherry (2nd Call).
Description
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Contact
Tender Id
2024_PWDC2_16436_1Bid Award Id
ViewTender No
09/PHD/2024-25/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pudutenders.gov.in
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Documents
BOQ Items
Reaming from 140/150 mm dia pilot bore to 300mm dia bore. Upto 60 mts depth ending below ground level.
120
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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
60
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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
40
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Reaming from 300 mm dia pilot bore to 400/450mm dia. Upto 60 mts depth ending below ground level.
120
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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
60
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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
40
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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.
16
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Supplying of UPVC plain casing pipe for borewells (Finolex /Jain / Supreme / True bore / Nandi) 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 dia
146
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Supplying of UPVC ribbed screen slotted pipe for borewells (Finolex /Jain / Supreme / True bore / Nandi) 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 dia
74
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Lowering 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 rig.
74
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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.
24
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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.
9
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-
Providing and fixing M.S. top cover suitable for UPVC pipes including the cost of materials and labour etc.
2
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-
Providing and fixing of UPVC End Cap embedded in M.S. Cone suitable for UPVC casing pipe including the cost of materials and labour for jointing.
2
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-
Supplying of electrically operated wet type submersible motor and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3" dia. to suit the borewell (150 / 200mm dia.), complete. The rate includes, all taxes, freight, etc., FOR at site in UT of Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(15 HP Submersible motor and pumpset).
2
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-
Supplying and fixing of 100/125 Amps capacity cubical wall mounting panel board of size1300mm x 750mm x 225mm made of 16 gauge CR M.S. sheet painted with two coats of enamel paint, over zinc chromate primer, suitable arrangements for fixing switch disconnector, fuse switches, Voltmeter, Voltmeter Selector switch, Ammeter, Ammeter Selector switch, 3 Nos. of Indicator, 3 Nos. of Toggle switch, 3 Nos. of side lock fuses, 3 Nos. of C.T. Coil etc. The panel board shall include power mat, copper busbar, 3mm thick hylan sheet including internal wiring with provision for interlocking arrangements, copper flat for earthing arrangement linked with shutters and doors. The board shall be mounted on an angle frame of 30mm x 30mm x 6mm with legs.Supplying and fixing of 2 Nos. of TPN (CG/L&T/Siemens/Standard make) 100/125 Amps, 415 V disconnector switch/cubical switch/fuse switch with fuse links complete.(1 No. for E.D. supply and 1 No. for Diesel Generator supply).Supplying and fixing of 2 Nos of 100 Amps, 415 V disconnector fuse switch/TPN Cubical switch (CG/L&T/Siemens/standard make) with fuse links capacitor motor control complete. (1 number of power capacitor and 1 number of motor control), complete - 15HP to 30HP.
2
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-
Supplying and fixing of 10KVAR power capacitor (CG/L&T/Siemens make) for 17.5/20 HP motor complete.
2
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-
Providing and fixing 50 mm dia GI pipe (Class B) conforming to IS 1239 (Part 1:1990) with GI fittings including trenching, refilling etc., complete for UG cable duct.
10
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-
Supplying and fixing of fully automatic air break star-delta starter range for 10A to 23A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc., complete.- 15HP to 17.5 HP pumpsets
2
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-
Supplying,fixing and lowering into the borewell high tensile threaded PVC column pipes which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-100 mm dia
200
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-
Supply and fixing of 80/100mm dia. M.S. erection clamps of size 80mmx12mm with bolts, nuts, washer etc., complete.
2
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Supplying and fixing of 1x3x6 sqmm (single run) PVC insulated copper submersible flat flexible cable of Finolex make complete.-12.5HP to 20HP pumpset
360
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-
Supplying of 3.5/ 4x25 sqmm underground cable (Paragon/suncab/Empire) complete.-upto 25HP pumpset.
300
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-
Laying of UG cable and providing termination of cable joint with suitable cable gland,cable socket etc., complete - 3.5/4 x 25 sqmm cable.
8
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-
Providing and fixing G.I.pipes complete with G.I.fittings and clamps, including cutting and making good the walls etc - internal work -exposed on wall - 40mm dia nominal bore
60
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Supplying and fixing of pole clamp to hold the G.I. Pipe with electric post.
2
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SSupplying and fixing of meter board of size 600mmx900mmx150mm on suitable angle frame with suitable water proof plywood 12mm thick for receiving ED supply. The board frame shall be painted and covered on all sides by 16 gauge M.S. sheet and fixed with 3 Nos. of 100 Amps fuse carrier (Havells/Standard/ Anchor make) with screws etc., complete.
2
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Supplying and fixing of teak wood aerial board with 100 Amps HRC fuse base and fuse link and suitable post clamp to hold the G.I. Pipe with electric post including bolts and nuts etc., complete.
2
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-
Making earth pit of G.I. pipe for earthing in earth pit with 40mm dia. G.I. pipe medium class of length 3.05m perforated with 46 Nos of 12mm dia. holes, pipe lowered in bore holes of 150mm dia. and filled in with charcoal and salt in alternative layer of 300mm, the top of G.I. pipe shall be clamped. Earth pit shall be provided with 60cm dia precast ring with 60cm depth alround,covered with R.C.C. precast slab etc. as per I.E. standards.
6
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Supplying and fixing of copper flat (25 x 3mm) for earthing arrangements including bolts and nuts etc.
60
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Supplying and fixing of C.I. adopter which is to be connected to submersible pump delivery pipe.-100 mm dia
4
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Supplying and laying of 40mm dia. PVC pipe (Class 3 - PN 0.6 Mpa) conforming to IS 4985 : 2000 for inserting submersible cable from borewell to starter.
80
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Providing and fixing MS square threaded coupling (male and female thread) including necessary welding with 100mm GI pipe. -100mm dia.
4
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Providing and fixing C.I. Ball type non return valve (PN 1) conforming to IS 318 & IS 1363, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia.
4
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Providing and fixing in position flanged standard D.I. specials (Electro steel/Sripipes/Jindal/Kiswok) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 100 to 300mm dia.
800
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Providing and laying Ductile Iron socket and spigot pipes of class K7 (Electro steel/Sripipes/Jindal/ Electrotherm / Jai Balaji / TATA Metaliks Kubota) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at UT of Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -100mm dia.
100
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Providing and laying Ductile Iron socket and spigot pipes of class K7 (Electro steel/Sripipes/ Jindal/Electrotherm / Jai Balaji / TATA Metaliks Kubota) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at UT of Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -150mm dia.
200
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-
Providing flanged joints to double flanged C.I./D.I. pipes and specials including necessary bolts, nuts, rubber insertion and testing of joints etc.,complete - 150mm diameter pipe.
10
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-
Erection, testing and commissioning of motor and pumpset complete.The rate includes obtaining electricity service connection from Electricity Department also.
2
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-
Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns
29
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
5
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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 - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
0.8
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12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand)
29
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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
26
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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 - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)
3.3
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Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6
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Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
1.5
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Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete-Using steel sheet with M.S. Frames
11.5
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Centering and shuttering including strutting , propping etc and removal of form for - Lintels , beams , plinth beams, girders, bressumers and catilevers
22
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Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers , Abutments , Posts and Struts
32
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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.
870
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-
Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete above plinth level - Thermo - Mechanically Treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
217.5
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-
Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand)
4
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-
Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement : 6 coarse sand)
12
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-
6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
20
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-
12mm cement plaster of mix -1:6 ( 1 cement : 6 fine sand)
75
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-
15mm cement plaster on the rough side of single or half brick wall of mix - 1:6 (1cement : 6 fine sand)
75
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-
Finishing walls with acrylic smooth exterior paint of required shade - New work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm
72
-
-
Supply and providing of fabricated steel Kiosk of internal dimension 2.20 x 1.90m with front and rear height of 2.40m and 2.10m respectively. The fabrication of the kiosk is to as per the details below:- The corner pillar of the Kiosk shall be of single equal M.S. angle 50x50x6mm tied up at the top, bottom and middle with 40x40x6mm angle, intermediate support of M.S. angles (2 Nos) of 40x40x6mm in all 4 sides and stiffener in vertical with 40x6mm flats and shall not exceed 0.50m C/C. For roof 2 nos of 40x40x6mm angles to a length of 1.90 mts each with 3 nos of 40x6mm flat for a length of 2.20 mts shall be provided. For front door portion an extra angle of 40x40x6mm of 2.40m as vertical and as horizontal lintel of 0.65m of the same angle are to be provided.
2
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-
The door shall be of 0.60mx1.85m with 40x40x6mm angle on all the four sides with 1 no. of intermediate horizontal angle of 40x40x6mm with cross stiffener of 40x6mm flats for the doors shutters. The sides of the Kiosk shall be of 18SWG GI corrugated sheet and roof shall be colour coated galvalume sheet of 550 M.P.A. yield of AZ 150 strength formed as per patterned steel rib profile with the depth of 31 mm pitch of 250mm and overall width of 1060 mm and thickness 0.5mm with required J or C hook bolts & nuts 8mm dia. The rate shall included the cost of all materials, labour, fabrication charges including providing of lacking arrangements for the door painting cost with steel primer and paint charges for the angles, painting two coats of enamel paint both side and outside the Kiosk, transportation to the newly erected borewell site in villages in Puducherry region etc. and erected on platform as directed by the Engineer in charge.
-
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-
The foundation brick work in CM 1:4 will be constructed in 23 cm wall for a height of 60 cm over foundation concrete PCC 1:5:10 for a width of 60 cm and 15 cm thick. The inside pump shed flooring will be laid in PCC 1:2:4 in 50mm thick over a red earth filling of 15 cm thick and PCC 1:5:10 of 10 cm thick. The outside area will be plastered in cement mortar 1:4, 12 mm thick etc. complete as directed by the Engineer in charge.
2
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-
Conducting electrical logging for the tube well of any depth after pilot drilling with electrical logger. The rate included technical person to conduct electrical logging at site transportation (to and fro) of the logger to site etc. complete
2
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-
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