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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.7 LAccepted-AOC NO 58 SOUTH STREET BAHOUR PUDUCHERRY 607 402 | PONDICHERRY | PUDUCHERRY | 607402 | 1 | Accepted-AOC Accepted. Hence Work Order issued. | |
| 2 | 2₹13.8 L+₹2,315 (0.17%)Rejected-AOC NO 59 WEST STREET BAHOUR PUDUCHERRY 607402 | CUDDALORE | TAMIL NADU | 607402 | 2 | Rejected-AOC Quoted high value. Hence Rejected. | |
| 3 | 3₹14.0 L+₹25,480 (1.86%)Rejected-AOC NO 22 EAST STREET BAHOUR PUDUCHERRY 607402 | CUDDALORE | TAMIL NADU | 607402 | 3 | Rejected-AOC Quoted high value. Hence Rejected. | |
| 4 | 4₹14.3 L+₹52,785 (3.84%)Rejected-AOC NO 16 MARIAMMAN KOIL STREET KEEZHPARIKKALPATTU BAHOUR POST PUDUCHERRY 605 402 | VILLUPURAM | TAMIL NADU | 605402 | 4 | Rejected-AOC Quoted high value. Hence Rejected. | |
| 5 | 5₹15.4 L+₹1.7 L (12.4%)Rejected-AOC | 5 | Rejected-AOC Quoted high value. Hence Rejected. |
Tender Value
Refer Docs
EMD Value
₹32,367
Closing Date
21 Nov 2019, 3:30 pmClosed
The Commissioner
Bahour Commune Panchayat
Laying cement concrete pavement with drain to the car street of southern side of sivan temple at Bahour
2019_DLA_4873_1
121/BCP/e-tender/2019-20
Open Tender
Civil Works
Works
90 days
Bahour
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
The Commissioner
₹32,367
15 Aug 2020
8 Nov 2019
22 Nov 2019
8 Nov 2019
21 Nov 2019
8 Nov 2019
Amount
Code No: 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth , lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.- All kinds of soil.
Code No: 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.
Code No: 4.1.3 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:2coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No: 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth leve -1:3:6 (1 cement:3coarse sand : 6 graded stone aggregate 20mm nominal size)
Code No: 4.1.10 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(1cement:5coarse sand : 10 graded stone aggregate 40mm nominal size)
Code No: 4.3.1 Centring and shuttering including strutting, propping etc.and removal of form for:Foundations , footings, bases ofcolumns ,- Using steel sheet with M.S.frame
Code No: 5.22.7 Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete - Thermo - Mechanically treated bars(ISI BRAND OF APPROVED MAKE) including placing the M30 grade Athees make cover block @ 60cm centre to centre
Code No: 7.23A Providing and fixing prmoulded bitumen joint filler, for expansion joints including the cost of sealing compound and priming coat - 12mm wide
Code No: 13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand).
Code No: 16.68 Providing and laying 60mm thick factory made cement concrete interlocking paver blockof 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.fillng the joints with course sand etc.all complete
Code No: 18.9.31 Providing and fixing ASTMpipes 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) - 20mm nominal outer dia pipes
Code No: 30.7 Supply of Quary rubbish including stacking to department gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge
Code No: 31.161.1E Providing, laying and jointing UPVC pipes(Finolex/Jain) (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.
Code No: 31.173.1C 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
C KOTHANDARAMAN
P SARAVANAN
M R H Constructions
SRI HARSHA BUILTTECH PRIVATE LIMITED
P VETRIVEL
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