Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC DISTT SIKAR | SIKAR | RAJASTHAN | ₹2.6 Cr | L1 | Accepted-AOC L1 Contractor |
| 2 | L2₹2.7 Cr+₹7.8 L (3.00%)Rejected-Finance | ₹2.7 Cr+₹7.8 L (3.00%) | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
10 Jan 2025, 3:00 pmClosed
Additional collector DRDA Madurai
o/o Additional collector DRDA Madurai
Upgradation and Strengthening of Karuvanur- Thavasipudur road Km 0/00 -2/570 in Madurai west block in Madurai district
2024_RDTN_514730_1
DIPR/5603/Tender/2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Madurai west
Refer Tender documents
5 documents required · 5 mandatory
₹0
₹2.6 L
o/o Additional collector DRDA Madurai
7 Feb 2025
27 Dec 2024
10 Jan 2025
27 Dec 2024
10 Jan 2025
3 Jan 2025
3 Jan 2025
Amount
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.Km 0/0-2/570
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A achieve the desired density, complete as per Technical Specification Clause 401 Grading III.Km 0/0-2/570
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/0-2/570
Applying Primecoat over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.Km 0/0-2/570
Applying Tackcoat over Primed WMM surface at 2.5Kg / 10 sq.m RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.Km 0/0-2/570
Bituminous Macadam 50 MM thick including hire and Labour charges etc., complete.(using plastic waste)Km 0/0-2/570
Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5Km 0/0-2/570
Providing and Laying U.S. gravel to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.
Road Marking with Hot Applied Thermoplastic compound with reflectorising Glass beads on Bituminous surface Km 0/0-2/570
Supply and fixing of KM stone SI No.43 C.
Supply and fixing of HM stone SI No.44 C.
Provision for CIB & Name Board.
Road Marker / Road Stud with lens reflector
60cm Equilateral triangle cautionary sign board
Providing Drainage at ch @0/0-0/100
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A achieve the desired density, complete as per Technical Specification Clause 401 Grading III.
Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete.
Towards the centring charges for Drainage works., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m2
Cement concrete 1 : 3 : 6 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. - Rate for 10 m
Plastering with cement mortar 1:4 mix to 20 mm thick including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqme
Construction of Toe Wall @ ch 0/350-0/400
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A achieve the desired density, complete as per Technical Specification Clause 401 Grading III.
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling
Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete.
Towards the centring charges for Drainage works., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m2
Cement concrete 1 : 3 : 6 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. - Rate for 10 m
Provision for Weep holes 63mm PVC Pipe
Contruction of Retaining wall ch-1233-1513
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A achieve the desired density, complete as per Technical Specification Clause 401 Grading III.
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling
Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete.
Towards the centring charges for Drainage works., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m2
Cement concrete 1 : 3 : 6 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. - Rate for 10 m
Provision for Weep holes 63mm PVC Pipe
Construction of 1.50m Span Slab Culvert @ 1230m
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A achieve the desired density, complete as per Technical Specification Clause 401 Grading III.
Filling with good river sand including cost and conveyance from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete.
Towards the centring charges for Drainage works., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m2
below GL
above GL
Cement concrete 1 : 3 : 6 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. - Rate for 10 m
Reinforced Cement concrete 1:2:4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer for Bed Block.
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Provision for Weep holes 63mm PVC Pipe
Maintenance Towards the charges for routline maintenance of the road work executed under NABARD 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}
SRI SAIRAM CONSTRUCTIONS (BID ID -1230285)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
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 .