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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC NO 60 MUKKULAM STREET KOTTUCHERRY KARAIKAL | KARAIKAL | KARAIKAL | PUDUCHERRY | L1 | Accepted-AOC Accept | |
| 2 | L2₹9.7 L+₹1.4 L (17.2%)Rejected-Finance | L2 | Rejected-Finance Reject |
Tender Value
Refer Docs
EMD Value
₹17,000
Closing Date
25 Nov 2020, 10:00 amClosed
The Commissioner, Kottucherry Commune Panchayat
The Commissioner, Kottucherry Commune Panchayat
Providing new water supply pipe line and tap connection at Kuppuchetty Chavady NH Main Road, Thilagam Nagar, Sivan Koil Street, Devanoor Salai, Kottucherry North Maruthan Garden, GST Nagar, KS Nagar, Arulapillaipet and surrounding areas
2020_DLA_7022_1
1016/KCP/D/2020-21
Open Tender
Civil Works - Water Works
Item Rate
30 days
Kottucherry Commune
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹17,000
21 Jan 2021
12 Nov 2020
25 Nov 2020
12 Nov 2020
25 Nov 2020
12 Nov 2020
Amount
Excavating trenches of required width for pipes,cables, etc including excavation for th of pipe sockets and dressing of sides, ramming of bottoms,depth upto 1.5 m 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 50m - All kinds of soil - Pipes,cables etc, exceeding 80mm dia but not 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 pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 110mm 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 pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 90mm dia
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 90mm dia
Providing and fixing in position UPVC fabricated bend (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc, complete - 110 mm dia
Providing and fixing in position UPVC fabricated bend (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc, complete - 90 mm 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
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 160 mm dia nominal bore
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 90 mm dia nominal bore
Earthwork in excavation by mechanical means(Hydraulic excavator) / manual means infoundation 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.
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.
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 - 110 x 20mm 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, 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.
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
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - bituminous courses
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - Granular courses
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)
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
SRI HARSHA BUILTTECH PRIVATE LIMITED
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