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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAccepted-AOC | L1 | Accepted-AOC accept the bid | |
| 2 | L2₹41.2 L+₹75,820 (1.88%)Rejected-Finance KARAIKAL 609602 | KARAIKAL | PUDUCHERRY | 609602 | L2 | Rejected-Finance The tenderer is not the lowest | |
| 3 | L3₹42.6 L+₹2.1 L (5.24%)Rejected-Finance NO 60 MUKKULAM STREET KOTTUCHERRY KARAIKAL | L3 | Rejected-Finance The tenderer is not the lowest | |
| 4 | L4₹42.7 L+₹2.3 L (5.72%)Rejected-Finance KARAIKAL MUNICIPALITY PUDUCHERRY PY | L4 | Rejected-Finance The tenderer is not the lowest |
Tender Value
₹35.7 L
EMD Value
₹71,400
Closing Date
3 Jan 2024, 10:00 amClosed
Commissioner, Karaikal Municipality
Dr. Ambedkar Street, Karaikal
Balance work of Strengthening of Road to the Annusamypillai Voickal Street From Vettaikaran street to Kamaraj Salai Extension in Karaikal
2023_DLA_14598_1
70/KM/e-tenders/2023-24
Open Tender
Civil Works
Item Rate
180 days
Karaikal Municipal limit
Please refer Tender documents.
4 documents required · 4 mandatory
₹525
₹71,400
16 Apr 2024
27 Dec 2023
3 Jan 2024
27 Dec 2023
3 Jan 2024
27 Dec 2023
Amount
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.
2.27 Supplying and filling in plinth with river sand under floors, including watering, ramming consolidating and dressing complete.
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).
5.9.1 Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete.
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).
13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
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).
5.22.7 Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level - Thermo Mechanically treated bars (ISI brand of approved make) Fe - 415 or more.
4.92.1C 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 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision.
5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision).
5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision).
5.3B Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade.
5.7B Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen 60/70 grade.
Engaging Road Roller 8-10 tonne for rolling the Granular road surface
KANTHAKUMAR.S
ARAVINDHAN S
BOOPALAN
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