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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC NO 29 CHOLAN STREET WEST VENGATESWARA NAGAR SARAM PUDUCHERRY 605 013 | PONDICHERRY | PUDUCHERRY | 605013 | ₹2.3 Cr | L1 | Accepted-AOC aoc |
| 2 | L2₹2.3 Cr+₹7.4 L (3.27%)Rejected-Finance | ₹2.3 Cr+₹7.4 L (3.27%) | L2 | Rejected-Finance C Arounaguiry is a second lowest tenderer. Hence Rejected |
| 3 | L3₹2.3 Cr+₹7.4 L (3.27%)Rejected-Finance PUDUCHERRY | ₹2.3 Cr+₹7.4 L (3.27%) | L3 | Rejected-Finance BASKAR MAGADEVANE is a third lowest tenderer. Hence Rejected |
| 4 | L4₹2.5 Cr+₹22.0 L (9.68%)Rejected-Finance NO 86 1ST CROSS STREET SRI MOOGAMBIGAI NAGAR REDDIYARPALAYAM PUDUCHERRY 605 010 | PONDICHERRY | PUDUCHERRY | 605010 | ₹2.5 Cr+₹22.0 L (9.68%) | L4 | Rejected-Finance Premananth R is a fourth lowest tenderer, hence Rejected |
| 5 | L5₹2.5 Cr+₹22.0 L (9.72%)Rejected-Finance | ₹2.5 Cr+₹22.0 L (9.72%) | L5 | Rejected-Finance Gowri Construction is a fifth lowest tenderer. hence Rejected |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
15 Nov 2023, 4:00 pmClosed
Executive Engineer, PHD, PWD, Puducherry
Executive Engineer, PHD, PWD, Puducherry
Improvement to the existing water supply systems at Coastal Villages in Bahour Commune, Puducherry (under RURBAN Mission).
2023_PWDC2_14145_1
33/PHD/2023-24
Open Tender
Civil Works - Water Works
Item Rate
150 days
Uppalam
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,575
₹5.5 L
29 Dec 2023
2 Nov 2023
16 Nov 2023
2 Nov 2023
15 Nov 2023
2 Nov 2023
Amount
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - bituminous road
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , exceeding 80mm dia butnot exceeding 300 mm dia
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 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 couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification - 160mm dia.
Providing and laying Ductile Iron Double flanged pipes of class K9 (Electro steel / Sripipes / Jindal /Electrotherm)conforming to IS specification 8329/2000 and ISI marked suitable for flanged 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(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) - 100mm dia.
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 - 100mm diameter pipe.
Providing and fixing C.I. Double air valve with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.
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.
Providing and laying Ductile Iron Double flanged pipes of class K9 (Electro steel/ Sripipes/ Jindal/ Electrotherm) conforming to IS specification 8329/2000 and ISI marked suitable for flanged 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(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification .(earth work and jointing of pipes with rubber insertion will be paid separately) -150mm dia.
Providing and fixing in position UPVC moulded tail piece without flange(Finolex /jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia
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.
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 (PN1.6) (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) - 200 mm dia.
Providing and fixing mild steel flange including bolts, nuts, rubber insertion, labour charges etc,complete-150mm dia.
Supplying and fixing of C.I. adopter which is to be connected to submersible pump delivery pipe.-100 mm dia.
Supply and installation of DI D/F Gate Valves (Soft seated) Resilient seated soft sealing gate valves (Sluice valves) (Make VAG,AVK,Fouress) with body bonnet of ductile iron of grade GGG 40, wedge fully rubber lined EPDM of good quality W720 , replaceable spindle nut, without gland packing and with 3 O-ring protection on the shaft and seals of NBR and the valves should be vacuum tight and 100% leak proof with face to face dimensions as per BSS 163-89/ISI 4846 - 2000/DIN3202 F4. All the valves should be Electrostatic powder coated both inside outside with pocket less straight thro body passage. All the valves shall be compatible for burried application without chambers, with pressure rating PN 10/16 - dia 150mm.
Providing, laying and jointing UPVC pipes(Finolex /jain/ Supreme/ Truebore/Nandi) (0.6Mpa) 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 - 110mm dia.
Providing and fixing in position UPVC moulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 110mm dia
Providing and fixing in position UPVC moulded plain coupler (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia.
Providing and fixing in position UPVC moulded elbow (Finolex / jain)(0.6Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia.
Providing and fixing in position UPVC moulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked ,including labour charges for jointing, jointing materials etc,complete - 160mm dia.
Providing and fixing in position UPVC moulded plain coupler (Finolex / jain)(0.4Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia.
Providing and fixing in position UPVC moulded elbow (Finolex / jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm.
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.
Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layer by manual means in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve the desired density.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision).
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the repared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)
Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Open graded premix surfacing using cationic bitumen emulsion. (As per as per clause 511 of MoRTH specification, 4th Revision)
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 40 to 60 tonne/hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade - Type B (As per as per clause 513 of MoRTH specification,4th Revision)
Dismantling of precast slab/interlocking paver block / factory made pre-polished cement concrete flooring over sand bed including stacking of serviceable material and disposal of unserviceable material within 50m lead.
Demolishing Cement concrete manually / by mechanical means including disposal of material within 50 metres lead - Nominal concrete 1:4:8 or leaner mix (including equivalent design mix).
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 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 - 90mm dia.
Providing and fixing in position UPVC moulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia.
Providing and fixing in position UPVC moulded plain coupler (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia.
Providing and fixing in position UPVC moulded elbow (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked including labour charges for jointing, jointing materials etc,complete - 90mm dia.
Providing and fixing in position UPVC moulded reducer coupler (Finolex /jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 90mm dia
Providing and fixing in position UPVC moulded saddle set (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 x 20mm dia.
Providing and fixing ASTM pipes including all ASTM plain & brass threaded fittings this included jointing of pipes & fittings with one step ASTM solvent cement , trenching refilling & testing of joints complete (External work) - 20 mm nominal outer dia pipes.
Making connection of G.I distribution branch with C.I/PVC main of following size by providing and fixing tee including cutting and threading the pipe etc.,complete.- 20 mm dia nominal bore.
Making connection of UPVC distribution branch with Upvc main of following size by providing and fixing tee including cutting the pipe etc.,complete.- 110 mm dia to 160 mm dia nominal bore.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).
Refixing the interlocking paver blocks laid over a bed of 50mm thick coarse sand compacted properly with vibrator placing each block firmly fixed with neighbouring block in an approved pattern including applying vibrator to the paver block and sand bed with suitable vibrator and vibrating dry sand into the joints till the sand fill the joints, packing the edge sides/kerb wall side / wall side with cement mortar 1:4 (one cement :4 fine sand). The rate include all cost for paver block, sand, loading and unloading from separation, vibrating the bed sand and paver blocks to the required degree into a proper camber and gradient including packing the edge sides/ kerb wall side/ wall side with cemnt mortar 1:4 (one cement :4 fine sand) as instructed by the Engineer-in-charge.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complete.
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 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. - 140mm dia.
Providing and fixing in position UPVC fabricated bend (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISIrked,including labour charges for jointing, jointing materials etc,complete - 140 mm dia
Providing and fixing in position UPVC moulded plain coupler (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia.
Providing, laying and jointing G.I pipes of medium class (blue) (TATA,TNT,Nezone, Apollo, Zenith) conforming to IS specification 1239 part I 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, excluding GI specials such as bends, tees, elbow, coupling, reducer etc., complete all as per IS and CPWD specification. -150mm dia.
Providing and fixing in position UPVC moulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia.
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).
C Arounaguiry
BASKAR MAGADEVANE
Premananth R
Gowri Construction
Venkadesan R
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