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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹8.6 L+₹1.5 L (21.2%)Rejected-Finance NO 60 MUKKULAM STREET KOTTUCHERRY KARAIKAL | KARAIKAL | KARAIKAL | PUDUCHERRY | L2 | Rejected-Finance Rejected | |
| 3 | L3₹8.8 L+₹1.7 L (23.6%)Rejected-Finance | L3 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹15,350
Closing Date
18 Nov 2020, 5:30 pmClosed
The Commissioner, Nedungadu Commune Panchayat
The Commissioner, Nedungadu Commune Panchayat
Providing Water Supply Main pipe line and Providing Tap connection to left out Households up to road boundary with 20mm dia. Pipe at Puthagaram (Panchatcharapuram) and Providing RCC fencing in Kurumbagaram OHT at Kurumbagaram Village in Ned. Commune
2020_DLA_6991_1
No.Ned. CP/A3/24/2020
Open Tender
Civil Works - Water Works
Item Rate
90 days
NEDUNGADU
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹15,350
5 Feb 2021
9 Nov 2020
19 Nov 2020
9 Nov 2020
18 Nov 2020
9 Nov 2020
Amount
2.10.1.2 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 but not exceeding 300 mm dia.
2.10.1.1 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 , not exceeding 80mm dia.
31.161.1F 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 ement,excluding UPVC specials such as bends,tees, threaded pieces,couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 110mm dia.
31.161.1C 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, UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 63mm dia.
31.5.1B Making connection of uPVC distribution branch with Upvc main of following sizes by providing and fixing tee including cutting the pipe etc.,compete.-110 mm dia to 160mm dia nominal bore.
31.5.1A Making connection of uPVC distribution branch with Upvc main of following sizes by providing and fixing tee including cutting the pipe etc.,compete.-63 mm dia to 90mm dia nominal bore.
31.171.1I Providing and fixing in position UPVC moulded endcap (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.
31.171.1F Providing and fixing in position UPVC moulded endcap (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 63mm dia.
2.8.1 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.
2.25 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
31.173.1A 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 - 63 x 20mm dia.
No.31.160.1A Providing, laying and jointing UPVC pipes (Finolex /Jain / Supreme / Truebore / Nandi) (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,UPVC specials such as bends,tees, threaded pieces,couplers, reducer,endcaps etc.,complete all as per IS and CPWD specification. - 20mm dia.
15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
4.1.10 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)
4.1.3 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)
2.27 Supplying and filling in plinth with river sand under floors, including watering,ramming consolidating and dressing complete.
5.9.1 Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete.
7.1B.MO Cement concrete 1:3:6 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.
13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction of 10 cm length and drilling holes upto 10mm dia etc. complete
16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts , bolts and washers as required complete - Made of G.I wire of dia 4mm.
13.52.1 Finishing with epoxy paint (two or more sqm coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc.complete - on steel work
SWAMINATHAN S
MANIKANDAN R
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