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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.9 LAccepted-AOC GOVERNMENT OF PUDUCHERRY PUBLIC WORKS DEPARTMENT PUBLIC HEALTH DIVISION PUDUCHERRY | PONDICHERRY | PUDUCHERRY | 605001 | L1 | Accepted-AOC AOC issued | |
| 2 | L2₹41.3 L+₹41,961 (1.03%)Rejected-Finance NO 34 OUDAYAR STREET PAKKAMUDAYANPET PUDUCHERRY 8 | PONDICHERRY | PUDUCHERRY | 605001 | L2 | Rejected-Finance He is L2 Position. Hence, Rejected |
Tender Value
₹39.2 L
EMD Value
₹78,470
Closing Date
4 Feb 2020, 4:00 pmClosed
EXECUTIVE ENGINEER
O/o Executive Engineer, 1 Subbniah Salai, Puducherry
Sinking of 3 Nos new tube well at the common bund of MurungapakkamEri and OlandaiEri and linking the delivery line with proposed pumping main at common bund road Velrampet Puducherry
2020_PWDC2_5650_1
34/PHD/2019-20/2
Open Tender
Civil Works
Item Rate
30 days
Puducherry
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
EXECUTIVE ENGINEER, PHD, PWD, PUDUCHERRY
₹78,470
8 Jan 2021
22 Jan 2020
5 Feb 2020
22 Jan 2020
4 Feb 2020
22 Jan 2020
Amount
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. -Upto 60 mts depth ending below ground level.
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 60mts and upto 90 mts. depth ending below ground level.
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 90mts and upto 120 mts. depth ending below ground level.
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.
Reaming from 200 mm dia pilot bore to 350mm dia bore. Upto 60 mts depth ending below ground level.
Reaming from 200mm dia pilot bore to 350mm dia bore. From 60 mts and upto 90 mts depth ending below ground level
Reaming from 200mm dia pilot bore to 350mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
Reaming from 200mm dia pilot bore to 350mm dia bore. From 120mts and upto 150 mts depth ending below ground level
Reaming from 300 mm dia pilot bore to 400/450mm dia. Upto 60 mts depth ending below ground level.
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 60 mts and upto 90 mts depth ending below ground level
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 90 mts and upto 120 mts depth ending below ground level
Reaming from 300mm dia pilot bore to 400/450mm dia bore. From 120 mts and upto 150 mts depth ending below ground level
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.
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
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
Providing and fixing M.S. top cover suitable for UPVC pipes including the cost of materials and labour etc.
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.
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.
Supplying,transporting and packing of clay balls including filling the annular space gradually complete.The clay balls should be free from any sand particles.
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.
Conducting electrical logging for the tubewell of any depth after illot drilling with electrical logger. The rate included technical person to conduct electrical logging at site transportation ( to and tfro) of the logger to site etc complete (Rate as per quotation)
Supply 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 be as per the details below:- The corner pillar of the Kiosk shall be single equal M.S. angle 50x50x6mm tied up at the top and bottom with 40x40x6mm angle, intermediate support of M.S. angles (2 Nos) of 40x40x6mm and also same angle for bracer shall be provided. For roof 2 Nos. of 40x40x6mm angles to be provided and for front door portion an extra angle of 40x40x6mm of 2.40m is to be provided as horizontal lintel of 0.65m of the same angle. Three numbers of 40x6mm flats for the roof of length 2.40m shall be provided. The door shall be of 0.60mx1.85m with 35mx35x5mm angle on all the four sides with an internmediate horizontal angle with cross stiffener of 40x6mm flats for the doors. The roof and sides of the Kiosk shall be of 18SWG G.I. corrugated sheet. The rate shall included the cost of all materials, labour, fabrication charges including providing of locking arrangements for the door, painting two coats of enamel paint both side and outside the Kiosk, transportation to newly erected borewell at Panayadikuppam village in Bahour Commune, Puducherry, etc. as directed by the Engineer-in-charge.
Earth work 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.
Supplying and filling with red earth (excluding rock) including cost and conveyance to the work site and stacking to the departmental gauge, spreading in layers not exceeding 20cm in depth, watering and consolidation using 0.5 tonne roller , or wooden or steel rammers etc.complete for making play fields, running tracks and court yards.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:5:10 (1 cement:5 coarse sand : 10 graded stone aggregate 40mm nominal size).
Brick work with FPS bricks of class designation 35 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)
Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.
12mm cement plaster of mix :Cement mortar 1:4 (1 cement : 4 fine sand)
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"/4" dia. to suit the borewell (150 / 200mm dia.), complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(20 HP Submersible motor and pumpset).
Supplying and fixing of 12.5KVAR power capacitor (CG/L&T/Siemens make) for 25 HP motor complete.
Supplying and fixing of fully automatic air break star-delta starter range for 23A to 33A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc.,complete.- 35 HP pumpsets-(ML2)
Supplying and fixing of 1x3x6 sqmm (single run) PVC insulated copper submersible flat flexible cable of Finolex make complete.-12.5HP to 20HP pumpset
Supplying 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.
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.
Supplying and fixing of copper wire 8 SWG (4 mm dia) for earthing arrangements including bolt and nuts etc., complete.
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
Supplying and laying of 16mm dia nylon rope for holding of motors.
Supply and fixing of 80/100mm dia. M.S. erection clamps of size 80mmx12mm with bolts, nuts, washer etc., complete.
Erection, testing and commissioning of motor and pumpset complete.The rate includes obtaining electricity service connection from Electricity Department also.
Supplying of 3.5/4x50 sqmm underground cable (Paragon/suncab/Empire) complete.-suitable for (30HP to 40HP pumpset)/(upto 40KVA Genset).
Supplying of 3.5x185 sqmm underground cable (Paragon/suncab/Empire) complete.
Laying of under ground cable direct in ground including metal road cutting, excavation of earth, sand cushion, brick protection, back filling etc., complete. - above 50 sqmm
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.
Supplying and fixing of pole clamp to hold the G.I. Pipe with electric post.
Supplying and fixing of C.I. adopter which is to be connected to submersible pump delivery pipe.-100 mm dia
Providing and laying flanged CI standard specials such a tees, bends, collars, tapers, caps, etc,suitable for flanged jointing as per IS 1538 upto 300 mm dia.
Providing and laying non standard Cast Iron Double flanged pipes suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete (earth work and jointing of pipes with rubber insertion will be paid separately) -80 to 200mm dia.
Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces, couplers, reducer,endcaps etc.,complete all as per IS and CPWD specification. - 160mm dia.
Providing and fixing mild steel flange including bolts,nuts,rubber insertion, labour charges etc,complete-100mm dia
Providing flanged joints to double flanged C.I/D.I.Pipes and specials including testing of joints : 100 mm diameter pipe.
Providing and fixing mild steel flange including bolts,nuts,rubber insertion, labour charges etc,complete-150mm dia
Providing flanged joints to double flanged C.I/D.I.Pipes and specials including testing of joints : 150 mm diameter pipe.
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) - 100 mm dia.
Providing and fixing C.I. sluice valve (PN 1) (with cap) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
K Ramadass
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