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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC NO 01 I CROSS STREET THIAGUPILLAI NAGAR REDDIARPALAYAM PUDUCHERRY 605 010 | PONDICHERRY | PUDUCHERRY | 605010 | ₹6.2 L | L1 | Accepted-AOC LOWEST TENDERER |
| 2 | Rejected-Technical NO 7 MIDDLE STREET KURUMBAPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | - | - | Rejected-Technical L5 |
| 3 | Rejected-Technical NO 23 SCHOOL STREET METTUPALAYAM PUDUCHERRY 605 008 | PONDICHERRY | PUDUCHERRY | 605008 | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical NO 22 PUDHU NAGAR MUTHUPILLAIPALAYAM OULGARET POST PUDUCHERRY 605 010 | PONDICHERRY | PUDUCHERRY | 605010 | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical NO 25 OLD GOVERNMENT SCHOOL OPP STREET KURUMBAPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | - | - | Rejected-Technical L4 |
Tender Value
₹6.7 L
EMD Value
₹13,363
Closing Date
26 Jul 2022, 3:30 pmClosed
The Commissioner, OM
II cross, Jawahar Nagar, Puducherry-5
Improvements to the roads and drains at Ganapathy Nagar in Oulgaret Constituency.
2022_DLA_10676_1
OM/e-tenders/620/2022-23
Open Tender
Civil Works
Works
90 days
OULGARET
Please refer Tender documents
3 documents required · 3 mandatory
₹525
₹13,363
25 Oct 2022
19 Jul 2022
26 Jul 2022
19 Jul 2022
26 Jul 2022
19 Jul 2022
Amount
Code No. 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
Code No. 2.27C.1 Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth , breaking clods , watering , rolling each layer with 1/2 tonne roller , or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (Payment will be made based on level measurement)
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 plith level - 1:2:4 (1 cement : 2 coarse sand : 4 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 plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Code No. 4.2.5 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Code No. 4.3.2 Centring and shuttering including strutting , propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Code No. 5.12 Providing , hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No. 10.25.2 Steel work welded in built up sections / framed work , including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Code No. 11.3.1 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
Code No. 13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
Code No. 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)
Code No. 15.2.2 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)
Code No..15.3 Demolishing R.C.C work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead
Code No. 19.26.2 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damages as required (raising depth of manhole to be paid separately) - rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD -10
Code No. 4.91B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means -Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)
Code No. 4.92C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density-by manual means-Water bound macadam Gr-II with Gravel screening. (As per MoRTH specification, 4th Revision)
Code No. 7.6D.MO Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (ISI brand approved make) Fe - 415 or more
Code No. 3.15 Scarifying the existing bituminous surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1000 metres - by mechanical means.
EZHILAN B
GANESAN
J Pandiyarajan
E Aravindan
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