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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC NO 03 4TH CROSS STREET SOURI NAGAR DHARMAPURI PUDUCHERRY 605609 | 605609 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical NO 29 CHOLAN STREET WEST VENGATESWARA NAGAR SARAM PUDUCHERRY 605 013 | PONDICHERRY | PUDUCHERRY | 605013 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹12.9 L
EMD Value
₹25,838
Closing Date
3 Oct 2022, 9:30 amClosed
The Commissioner, OM
II cross, Jawahar Nagar, Puducherry-5
Providing cement concrete road and drainage facilities to Kumaran Nagar 1st cross street, Lawspet Constituency
2022_DLA_11050_1
OM/e-tenders/640/2022-23
Open Tender
Civil Works
Works
90 days
LAWSPET
Please refer Tender documents
3 documents required · 3 mandatory
₹525
₹25,838
30 Dec 2022
26 Sept 2022
3 Oct 2022
26 Sept 2022
3 Oct 2022
26 Sept 2022
Amount
Code No. 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 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 level -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 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. 4.3.1 Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns
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, bedplates, anchor blocks, plain window sills and the like including the cost of required centring, shuttering, but excluding cost of reinforcement with 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No. 5.28 Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS : 1838 including cost of primer, sealing compound in expansion joints
Code No. 10.25.1 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required all complete
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. 15.7.4 Demolishing brick work, manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - In cement mortar
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.,all complete
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. 2.5.1B 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
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.
CODE No.Non-PSR No.523/SE-OM/AE(P)/LAD/2016-17 dt.08-03-2017 Fabrication, supply and fixing of Village / informatory name board of size 1.06mts x 0.61mts. The width of the board is tapered at 0.80mts upto 1.06mts to give the triangular shape at One end with High Intensity reflective sheeting of required color encapsulation on aluminum sheet of not less than 2mm thick suitably supported and framed with 25mm x 25mm x 3mm AISI 316 grade Stainless steel angle and the board frame is supported alround with AISI 316 grade stainless steel pipe of 38.10mm dia (outer dia & 2mm wall thickness). The Village names / street names, lettering and symbols will be provided by High Intensity grade white sheeting. The board is supported by Two Nos. of 63.5mm dia post S.S. pipes of 2.0mts. height with same dia Dummy plate arrangement at the top. The board frame and post pipes are welded by Tig welding with necessary polishing etc. and M.S. pipe of 50mm dia for a length of 35cm will be welded at size 0.45 x 0.45 x 0.50 mts. with P.C.C 1:2:4. Rate including all the materials, S.S. welding, Grinding, Polishing, fabrication charges, Conveyance etc. except Earth work and PCC charges, complete.
Santhanam K
M/S Durai ariraman
M BALAMURUGAN
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