Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Amount Quoted | |
| 2 | L2₹68.5 L+₹1.3 L (1.89%)Rejected-Finance | L2 | Rejected-Finance Highest amount Quoted | |
| 3 | L3₹68.7 L+₹1.4 L (2.12%)Rejected-Finance | L3 | Rejected-Finance Highest amount Quoted |
Tender Value
₹69.6 L
EMD Value
₹70,000
Closing Date
10 Jan 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
District Collector,Mayilduthurai
District Collector Office,Mayiladuthurai
Strenthening Of Road From Mruganthottam Keela AD Colony Road (R-55) Asikadu Panchayat in Kuthalam Block Km 0/0 - 1/252 At Mayiladuthurai district under NABARD XXX 2024-25 Pkg No-5
2024_RDTN_514727_1
DIPR/5603/TENDER/2024 dt 26.12.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Mruganthottam
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹70,000
District Collector Office,Mayiladuthurai
11 Mar 2025
27 Dec 2024
10 Jan 2025
30 Dec 2024
10 Jan 2025
30 Dec 2024
30 Dec 2024
Amount
Strenthening Of Road From Muruganthottam keela AD Colony Road (R-55) at Asikadu Panchayat in Kuthalam Block Km 0/0 - 1/252 At Mayiladuthuai district
Picking the existing black top/ WBM surface to 50 MM depth including labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification.
Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc
Side Berms
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BC 25mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Road marking with hot applied thermoplastic compound with reflecting glss beads on bituminous surface
Provision for ,Hm stone,
Provision for ,Km stone,
Const of RCC 3.00 M Slab Culvert @ ch 542 m
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc
Culvert @ Ch. 542
Supply of sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
Culvert @ Ch. 542
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course
Culvert @ Ch. 542
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation
Culvert @ Ch. 542
Cement concrete 1:2:4 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 Superstructure
Culvert @ Ch. 542
Cement concrete 1:2:4 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 bed blocks
Culvert @ Ch. 542
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 Deckslab
Culvert @ Ch. 542
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc.
Culvert @ Ch. 542
Culvert @ Ch. 542
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
Culvert @ Ch. 542
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Culvert @ Ch. 542
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Culvert @ Ch. 542
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
Culvert @ Ch. 542
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,
Culvert @ Ch. 542
Const of RCC Pipe Culvert @ ch 680 m
Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.
Sand filling with good river sand including cost and conveyance of sand including all labour charges for filling and compacting etc. complete.
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.
Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete.
Supplying and fixing of 0.9 m NP3 Pipe
Provision for Name board
60 cm Equilateral triangle (Cautionary) sign Bord
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 seasonalgrowth 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 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}
G.Prabhu (BID ID -1230502)
S.SEENUVASAN (BID ID -1230803)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 .