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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹3.0 L (2.66%)Rejected-Finance | ₹1.1 Cr+₹3.0 L (2.66%) | L2 | Rejected-Finance L2 |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
3 Jul 2024, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Upgradation of MRL - 12 Puliyankulam Kombankulam Road Via Ayyaneri at Km. 0/0 - 2/700 in Kuruvikulam Block under PMGSY III - 2022-23 Pack No.TN23151
2024_RDTN_134083_1
TN23151
Open Tender
Civil Works - Roads
Piece-work
270 days
DRDA
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2.1 L
DRDA, Tenkasi
23 Sept 2024
16 May 2024
3 Jul 2024
16 May 2024
3 Jul 2024
16 May 2024
29 May 2024
Amount
Upgradation of MRL - 12 Puliyankulam Kombankulam Road Via Ayyaneri at Km. 0/0 - 2/700 in Kuruvikulam Block under PMGSY III - 2022-23
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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)
Scarifying the Existing Bituminous road surface to a depth of 100 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).
Providing and applying Prime 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. (i) Low Porosity
Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
Providing, laying and rolling of Open-Graded Premix Surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [COLD MIX]
Providing and laying bituminous coldmix seal coat (Type C) comprising with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be mixed simultaneously along with the bitumunous course using 10.00 kgs of Bitumen Emulsion SS 2 for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 80 to 100kN capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 510 of MORD.including all over heads and Contractors profit for [seal coat - COLD MIX].
Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Provision for Road Marking with hot applied Thermoplastic compound with reflectorising Glass beads on bituminous Surface
Provision for Road Marker/ Road stud with lens Reflector
Provision for Name Board
Provision for PMGSY Logo Board
Provision for Sign Board (1 curve =2Nos)
Provision for Chevron Sign Octogan Board (90cm)
Provision for 60 cm Circle(Mandatory Sign Baoard)
Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
Provision for Citizen Information Board
Provision for Maintenance Board
Provision for KM Stone
Provision for HM Stone
Maintenance Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting 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 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 Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
BALA SEENI AYYALU CONTRACTER
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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