Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 CrAccepted-Finance | ₹2.7 Cr | 1 | Accepted-Finance Lowest Quoted Rate |
| 2 | 2₹2.7 Cr+₹28,431.41 (0.11%)Accepted-Finance | ₹2.7 Cr+₹28,431.41 (0.11%) | 2 | Accepted-Finance Highest Quoted Rate |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
11 Jun 2020, 3:00 pmClosed
PROJECT DIRECTOR
DRDA,TIRUPPUR
TIRUPPUR DISTRICT PMGSY III 2019-20 UDUMALPET BLOCK PKG NO TN 31 137
2020_RDTN_92446_1
TN31137
Open Tender
Civil Works - Roads
Item Rate
270 days
UDUMALPET
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5.4 L
Yes
DRDA,TIRUPPUR
21 Sept 2021
14 May 2020
11 Jun 2020
14 May 2020
11 Jun 2020
14 May 2020
28 May 2020
Amount
Strenghtening the road from km 2/4 of Erisanampatti road to palarthurai road km 0/0-5/100
clearing and grubbing road land including uprooting wild vegetation ,grass,bushes,shrubs,saplings and trees of girth upto 300mm, removel of stumpps of such trees cut earlier and desposal of unservicible materials and stacking of sserviceble material to be used or auctioned ,upto a lead of 1000 m including removel and disposal of the 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 50mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical specification clause 301.40
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m , transporting to site , spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.50
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m , transporting to site , spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.50 (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.
Providin and applying primer coat with bitumen emilsion (SS -1) on prepared surface of granular base including cleaning of road surface and spraying primer @ the rate of 0.70-1.0 kg/sqm mechnical means as per technical specificatioin
Providin and applying tack coat with bitumen emulsion (RS -1) using emulsion distributer at the rate 0.25 to 0.30 kg per sqm on prepared granular surface treated with primer cleaned with hydraulic broom as per technical specification
20mm thick open -graded Premix Carpet Providing, laying and rolling of open- graded premix carpet of 20 mm thickness composed of 13.20 mm to 5.60 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kn static roller capapcity , finished to required level and grade to be followed by seal coat of either Type A or B or Type C as per Technical specification clause 508.
providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using type a, typr b and c as per technical specification
Construction of 1.5m RCC slab culvert at chainage 7…, of km 2/4 of Erisanampatti road to palarthurai road (10m wide)
Earthwork 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
Culvert @ ch. Km 0/0 - 1/0
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Culvert @ ch. Km 0/0 - 1/0
Cement concrete 1:2.5: 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Culvert @ ch. Km 0/0 - 1/0
Cement concrete 1:2:4 mix using M115 HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Culvert @ ch. Km 0/0 - 1/0
Cement concrete 1:2:4 mix using M20 HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Culvert @ ch. Km 0/0 - 1/0
Cement concrete 1:2:4 mix using M20 HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Culvert @ ch. Km 0/0 - 1/0
Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.
Culvert @ ch. Km 0/0 - 1/0
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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.
Culvert @ ch. Km 0/0 - 1/0
providing and fixing 20mm thick compressible fibre board
Culvert @ ch. Km 0/0 - 1/0
Providing and fixing Tar Paper for bearing Between Bed block and deck slab
Culvert @ ch. Km 0/0 - 1/0
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 specifiaction cluses 614,709,1204.3.7
Culvert @ ch. Km 0/0 - 1/0
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.
Culvert @ ch. Km 0/0 - 1/0
Construction of 1.0 m RCC slab culvert at chainage 1420…, of km 2/4 of Erisanampatti road to palarthurai road
Cement concrete 1:2:4 mix using M40 HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Culvert @ ch. Km 1/0-2/0
Construction of 2.0 m RCC slab culvert at chainage 1812…, of km 2/4 of Erisanampatti road to palarthurai road (10m wide)
Earthwork 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
Culvert @ ch. 1812
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Culvert @ ch. 1812
Cement concrete 1:2.5: 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Culvert @ ch. 1812
Cement concrete 1:2:4 mix using 40mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Culvert @ ch. 1812
Cement concrete 1:2:4 mix using 40mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Culvert @ ch. 1812
Cement concrete 1:2:4 mix using 40mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Culvert @ ch. 1812
Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.
Culvert @ ch. 1812
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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.
Culvert @ ch. 1812
providing and fixing 20mm thick compressible fibre board
Culvert @ ch. 1812
Providing and fixing Tar Paper for bearing Between Bed block and deck slab
Culvert @ ch. 1812
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 specifiaction cluses 614,709,1204.3.7
Culvert @ ch. 1812
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.
Culvert @ ch. 1812
Dismantling Existing CD Works @ km. 1812, ,…7, of km 2/4 of Erisanampatti road to palarthurai road
Dismantling of existing structures like culverts, bridegs, retaining walls and other structure comprising of masonry, cement concrete, wood work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacjing the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridegs, retaining walls and other structure comprising of masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202.
Construction of Protetive Work @ KM 530-575,,,1510-1670…,,,2450 - 2500,,,3875-3950….,of km 2/4 of Erisanampatti road to palarthurai road
Earthwork 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
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Cement concrete 1:2.5: 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:2:4 mix using 40mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
Cement concrete 1:2:4 mix using 40mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed.,
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 specifiaction cluses 614,709,1204.3.7
proving and fixing 20mm thick compressible fiber board in expansion joint complete drawing and MORD technical specification
Providing and fixing logo board
Providing and fixing sign board
Providing and fixing Citozen information board
Providing and fixing Name board
Providing and fixing maintanance board
Providing for Reflection Post
Ordinary Kilometer stone
200m stone
Maintenanace I year
Maintenanace II year
Maintenanace III year
Maintenanace IV year
Maintenanace V year
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)
srree senthil constructions
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .