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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹18.5 LAccepted-AOC | ₹18.5 L | 1st | Accepted-AOC Lowest bid |
| 2 | 2nd₹18.6 L+₹11,550 (0.62%)Rejected-Finance | ₹18.6 L+₹11,550 (0.62%) | 2nd | Rejected-Finance 2nd Lowest Bid |
| 3 | 3rd₹19.4 L+₹87,175 (4.71%)Rejected-Finance P O CHOKLI | ₹19.4 L+₹87,175 (4.71%) | 3rd | Rejected-Finance 3rd Lowest Bid |
| 4 | 4th₹20.3 L+₹1.8 L (9.82%)Rejected-Finance KRISHNA NIVAS X 364 CHOKLI MAHE | ₹20.3 L+₹1.8 L (9.82%) | 4th | Rejected-Finance 4th Lowest Bid |
Tender Value
₹17.7 L
EMD Value
₹35,488
Closing Date
24 Mar 2022, 4:00 pmClosed
The Commissioner Mahe Municipality Mahe
Municipal Office Mahe
Road Work
2022_DLA_9717_1
008/MMC/e-Tenders/2021-22
Open Tender
Civil Works - Roads
Item Rate
90 days
Chembra
Please refer Tender documents.
2 documents required · 2 mandatory
₹525
₹35,488
29 Apr 2022
15 Mar 2022
25 Mar 2022
15 Mar 2022
24 Mar 2022
15 Mar 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.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.4.1.3: 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.5.9.1: Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete
Code No.4.12B.2 : Providing , laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC using with concrete mixer at site,laying in uniform layer by manual means in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achive the desired density.
Code No.6.5F.1.MO: Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm.
Code No6.11B.MO : Providing and laying open graded premix carpet 20mm thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.
Code No.6.16.MO: Providing and applying liquid seal coat, type `A' comprising of a layer of bituminous binder, followed by a cover of stone chipping of specified grading and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.
Code No.5.22.7 : Steel reinforcement for R.C.C.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
Code NO.7.4.MO : Reinforced cement concrete m-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in position.
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 or 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 moorum or gravel screening. (As per MoRTH specification, 4th Revision)
Code No.6.2.MO : Cleaning of the existing black topped surfaces with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.
NARAYANAN
RAMESH TP
Baiju t a
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