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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 Tendered Thiru S.Mohan has quoted 0.12 less estimate rate and 1.59 less Current rate, LOA issued to Thiru S.Mohan L1 Tender |
| 2 | L2₹1.4 Cr+₹7.4 L (5.55%)Rejected-Finance | ₹1.4 Cr+₹7.4 L (5.55%) | L2 | Rejected-Finance quoted 5.43 above estimate rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not submitted |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
2 Dec 2020, 3:00 pmClosed
Project Director, DRDA, Chengalpattu
DRDA, Chengalpattu
Upgrading the Road from MRL 27-Mamallapuram - Puliyur road 0/0-2/628 in Thirukazhukundram Panchayat Union in Package No TN - 01-155 Under PMGSY III Batch I 2020-21i Chengalpattu Dist Having Pack TN01155
2020_RDTN_101974_1
TN01155
Open Tender
Civil Works - Roads
Item Rate
270 days
Thirukazhunkundram
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹2.7 L
Yes
DRDA, Chengalpattu
19 Feb 2021
26 Oct 2020
2 Dec 2020
26 Oct 2020
2 Dec 2020
26 Oct 2020
4 Nov 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 0/000-2/628
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 0/000-2/775
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 (Filling with ut earth))
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 applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503
Providing, laying and rolling of Open Graded Premix carpet material 20mm thickness composed of 13.2mm to 5.60 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 8-10 KN Static roller and finished to required level and graded as per technical specification clause 509
Providing, laying and rolling of Open Graded Premix carpet material 20mm thickness composed of 13.2mm to 5.60 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 8-10 KN Static roller and finished to required level and graded as per technical specification clause 509 Using Waste Plastic
Providing and laying of seal Coat and sealing the voids in a bituminous surface laid to the specified level grade and cross fall using type A type B 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.
Provision for Kilometre stones
Provision for Hectametre Stones
Provision for Guard Stone in the all culverts
Confirming of IRC 67-2010 and ASTM D 4959-09 type IV Specification and fixed over 1.5 mm thick Aluminium sheet fixed on backk supporting frame of 25mm x 25mmx3mm MS angle and supporting on a MS angle iron post 75mmx75mmx6mm firmly to the ground by means of properly designed foundation with M15 Grade cement concrete 34 cm x 45 cmx60cm below reflection sheeting as per Clause 6.9 of IRC 67.2010specification ( as per MoRT & spec.no 801)
90 cm Equilateral Traiangle( cautinary) sign Board
60 cm Circular ( Mandatiry) sign Board
Chevron Sign 90 cm Octagon( Curves)
Reflector
Provision for Citizen board
Provision for Logo board
Provision for Name board
Provision for PMGSY Maintenance Board
Providing 1.50m Span CD Culverts
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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
Cement concrete 1 : 2 : 4 mix using 20mm 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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
Cement concrete 1 : 2 : 4 mix using 20mm 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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
Cement concrete 1 : 2 : 4 mix using 20mm 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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
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.
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
Providing and Fixing 6 mm Bitumen felt for expansion joint between Dirtwall & Deck slab
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
Providing and fixing Tar paper for Bearing between bed block & Deck slab
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
Providing weepholes in brick masonry / stone masonry , plain/reinforced concrete abutment, wing wall,return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(V) :20(H) towards drawing face completed
construction of culvert @ 0/010
construction of culvert @ 0/293
construction of culvert @ 0/453
construction of culvert @ 1/035
construction of culvert @ 1/690
construction of culvert @ 1/880
construction of culvert @ 2/220
Dismantling Existing CD Works
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry cementconcrete, woodwork,steel work, including T&P and scaffolding wherever neccessary , sorting thge dismantled material , disposal of unserviceablematerial and stacking the serviceable material with all lift and lead of 1000m as per technical specification.
Dismantling of culvert @ 0/010,0/293,0/453
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.
Dismantling of culvert @ 0/010,0/293,0/453
Removing all types of Hume pipes and stacking within a lead of 1000m including earthwork and dismanteling of masonry works as per technical specification.
Dismantling of culvert @ 0/010,0/293,0/453
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry cementconcrete, woodwork,steel work, including T&P and scaffolding wherever neccessary , sorting thge dismantled material , disposal of unserviceablematerial and stacking the serviceable material with all lift and lead of 1000m as per technical specification.
Dismantling of culvert @ 1/035,1/690,1/880
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.
Dismantling of culvert @ 1/035,1/690,1/880
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry cementconcrete, woodwork,steel work, including T&P and scaffolding wherever neccessary , sorting thge dismantled material , disposal of unserviceablematerial and stacking the serviceable material with all lift and lead of 1000m as per technical specification.Reinforced cement concrete
Dismantling of culvert @ 1/035,1/690,1/880
Removing all types of Hume pipes and stacking within a lead of 1000m including earthwork and dismanteling of masonry works as per technical specification.
Dismantling of culvert @ 1/035,1/690,1/880
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry cementconcrete, woodwork,steel work, including T&P and scaffolding wherever neccessary , sorting thge dismantled material , disposal of unserviceablematerial and stacking the serviceable material with all lift and lead of 1000m as per technical specification.
Dismantling of culvert @ 2/220
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.
Dismantling of culvert @ 2/220
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry cementconcrete, woodwork,steel work, including T&P and scaffolding wherever neccessary , sorting thge dismantled material , disposal of unserviceablematerial and stacking the serviceable material with all lift and lead of 1000m as per technical specification.Reinforced cement concrete
Dismantling of culvert @ 2/220
5 years of Maintanence
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 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)
S.VEERAN
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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