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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC LER |
| 2 | L2₹2.5 Cr+₹6.8 L (2.87%)Rejected-Finance | ₹2.5 Cr+₹6.8 L (2.87%) | L2 | Rejected-Finance AER |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
2 Dec 2020, 3:00 pmClosed
Project Director
DRDA, Tiruvannamalai
Improvement of Road including 5 years maintenance in Package No. TN24139 in Pudupalayam Block of Tiruvannamalai District under PMGSY III Batch I 2020-21
2020_RDTN_101681_1
TN24139
Open Tender
Civil Works - Roads
Lump-sum
270 days
Pudupalayam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4.8 L
DRDA, Tiruvannamalai
18 Feb 2021
23 Oct 2020
2 Dec 2020
23 Oct 2020
2 Dec 2020
23 Oct 2020
29 Oct 2020
Amount
Improvements to the road from MRL19-Ammapalayam Puthupalayam Road to Kottakulam (via) muthanur Km 0/0 - 5/300
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( Carted Earth)
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 507.
Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.75 X 0.25 = 2.81
Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
Providing and Fixing 'Logo' of PMGSY project
Providing and Fixing Name Board project
Providing and Fixing 'Citizen information Board' of PMGSY project
Providing and fixing 'Maintanence information Board' of PMGSY Project
Providing and fixing of cautionary, mandatory and in formatory sign Board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting coiformation to IRC-67:2010 & ASTM D, Type IVspecification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification(as per MORT & spec. No. 801)
90CM Equilateral Trainagle (Cautinary) Sign Board
60CM Circular (Mandatory) Sign Board
Chevron Signs 90Cm Octagon (Curves)
Reflector
Kilometre stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703
i) Ordanary Kilometer Stone (Precast)
ii) 200m Stone
Guard Stone
Towards the charges for routine maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, desilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
Sri Maruthi Constructions
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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