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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 tenderer |
| 2 | L2₹1.2 Cr+₹1.5 L (1.23%)Rejected-Finance | ₹1.2 Cr+₹1.5 L (1.23%) | L2 | Rejected-Finance L2 tenderer |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
26 Nov 2020, 3:00 pmClosed
The Project Director DRDA Kancheepuram
O/o The Project Director DRDA Kancheepuram
Upgradation of MRL36 PP Road to Nelvai Road KM 0/0 - 2/300 in Walajabad Panchayat Union under PMGSY III Batch I 2020-21 having Pkg No.TN 01-145
2020_RDTN_101894_1
TN01145
Open Tender
Civil Works - Roads
Item Rate
270 days
Walajabad Panchayat Union
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹2.4 L
O/o The Project Director DRDA Kancheepuram
18 Feb 2021
23 Oct 2020
26 Nov 2020
23 Oct 2020
26 Nov 2020
23 Oct 2020
30 Oct 2020
Amount
Clearing and Grubing Road Land Clearing and grubbing road land including uprooting wild vegetation, bushes,shrubs,saplings and trees of girth upto 300mm, 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 1000m including remo`val and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201.Km 0/000-1/300.
Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and lead upto 100 m as per Technical Specification clause 301.4 Km
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compcted to meet recuirement of tables 300.2 with lead upto 1000m as per Technical specification 301.5 (Gravel Shoulder)
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compcted to meet recuirement of tables 300.2 with lead upto 1000m as per Technical specification 301.5 (Gravel Shoulder)
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in Mechanical mixer (Pug mill) Carriage of mixered material by tipper to site, laying in uniform layers in subbase / base coat on a well prepared subbase and compacting with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting barricading and maintenance of diversion, etc. as per tables 400.11 and 400.12 and Technical Specification Clause 406
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 0.85 kg/sqm using mechanical means as per MORD 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, laying and rolling of open Graded Premix surfacing material 20mm thickness composed of 13.2mm to 5.6 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing force on a previously prepared base including mixing in a suitable plant. Laying and rolling with a three wheel 80-100 KN Static roller and finished to required level and graded as per technical specification clause 509
Providing and applying seal Coat sealing with voids in a bitumens surface laid to the specified levels, grade and cross fall using type A Type B and Type C as per technical specification clause 510
Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide place at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint.
Confirming of IRC 67-2010 and ASTM D 4956-09 type IV specification and fixed over 1.5 mm thick aluminuum sheet fixed on back supporting frame of 25mm x 25mm x 3 mm MS Angle and supported on a MS angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level etc complete including 7 year warranty for the Retro Refection sheeting as per clause 6.9 of IRC 67.2010 specification
Providing and fixing Name Board
Providing and fixing Logo of PMGSY project
Providing and fixing citizen information Board of PMGSY project
Providing and fixing maintenance information Board of PMGSY project
90 cm equilator trinangular cautionary sign board
60 cm circular mantatory, Octogon sign board
curve board chevron signs 90 cm octogon (curves)
Reflector (Near culverts & trees)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and rinting, etc as per drawing and technical specification clause 1703.
Ordinary kilometer stone (Precast)
200m HM Stone (Precast)
Guard Stone in the all culverts
Construction of RCC Slab Culvert 1.50m span at Ch.1/173 & Ch.1/312
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
at Ch.1/173 & Ch.1/312
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
at Ch.1/173 & Ch.1/312
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
at Ch.1/173 & Ch.1/312
Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
at Ch.1/173 & Ch.1/312
Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
at Ch.1/173 & Ch.1/312
Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
at Ch.1/173 & Ch.1/312
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
at Ch.1/173 & Ch.1/312
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
at Ch.1/173 & Ch.1/312
Providing and fixing 6mm bitumen felt for expansion joint between dirt wall and deck slab
at Ch.1/173 & Ch.1/312
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
at Ch.1/173 & Ch.1/312
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
at Ch.1/173 & Ch.1/312
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
at Ch.1/173 & Ch.1/312
Dismantling existing CD Works at Ch 1/173 and 1/312
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry including disposal of unservicable material with all lift and lead of 1000m as per technical specification.
at Ch 1/173 and 1/312
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry including disposal of unservicable
at Ch 1/173 and 1/312
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry including disposal of unservicable
at Ch 1/173 and 1/312
Towards the charges for routline 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, 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 IRCSP- 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 completion 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)
dcb chandrababu
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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