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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹47.9 L+₹41,170.05 (0.87%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Rajendran L2 | Thiru.B.Senguttuvan L1 |
|---|---|---|---|---|---|
| 1.00Upgradation of the Road from Mangalur to Mayiladumparai Road. KM 0/0-1/00.(R-305) | |||||
| 2.00 | Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth | 1,368 | Sqm | 8 ₹10,944 | 6.3 ₹8,618.4 Lowest |
| 3.00 | 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 | 1,026 | cum | 145 ₹1,48,770 | 140.45 ₹1,44,101.7 Lowest |
| 4.00 | 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 Km 0/0-1/0 | 256.5 | cum | 1,027.8 ₹2,63,630.7 Lowest | 1,027.8 ₹2,63,630.7 Lowest |
| 5.00 | 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. | 534.38 | cum | 2,863.8 ₹15,30,357.44 Lowest | 2,863.8 ₹15,30,357.44 Lowest |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 3,562.5 | Sqm | 88 ₹3,13,500 | 86 ₹3,06,375 Lowest |
| 7.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 3,562.5 | Sqm | 25 ₹89,062.5 | 20.3 ₹72,318.75 Lowest |
| 8.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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-5 | 89.06 | cum | 11,914.46 ₹10,61,101.81 Lowest | 11,914.46 ₹10,61,101.81 Lowest |
| 9.00 | 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 | 46.08 | cum | 263.78 ₹12,154.98 Lowest | 263.78 ₹12,154.98 Lowest |
| 10.00 | 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 | 4.19 | cum | 2,035.54 ₹8,528.91 Lowest | 2,035.54 ₹8,528.91 Lowest |
Tender Value
₹48.0 L
EMD Value
₹48,000
Closing Date
24 Feb 2026, 3:00 pmClosed
Additional Collector(D)
DRDA, Cuddalore
Strengthening of the BT road from Mangulur to Mayiladumparai under MGSMT Capital Grand Fund Package no TN03-37
2026_RDTN_659829_34
A10/3065/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
Tender document
3 documents required · 3 mandatory
₹0
₹48,000
31 Mar 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Additional Collector ,DRDA,Cuddalore
Name of Work:Upgradation of the Road from Mangalur to Mayiladumparai Road. KM 0/0-1/00.(R-305)
Contract No: 37
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
1 Upgradation of the Road from Mangalur to Mayiladumparai Road. KM 0/0-1/00.(R-305)
2 Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth itemH1Code1 0.000 Sqm Excess(+) Full Conversion INR
3 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 code1.02 0.000 cum Excess(+) Full Conversion INR
4 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 Km 0/0-1/0 itemH1Code2 0.000 cum Excess(+) Full Conversion INR
5 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. itemH1Code2 0.999 cum Excess(+) Full Conversion INR
6 Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. itemH1Code2 0.000 Sqm Excess(+) Full Conversion INR
7 Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. itemH2Code1 0.000 Sqm Excess(+) Full Conversion INR
8 BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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-5 itemH2Code2 0.000 cum Excess(+) Full Conversion INR
9 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 code1.02 0.999 cum Excess(+) Full Conversion INR
10 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 itemH1Code2 0.000 cum Excess(+) Full Conversion INR
11 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 code1.02 0.000 cum Excess(+) Full Conversion INR
12 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 itemH1Code2 0.000 cum Excess(+) Full Conversion INR
13 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 code1.02 0.000 cum Excess(+) Full Conversion INR
14 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 itemH1Code2 0.000 cum Excess(+) Full Conversion INR
15 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.(BGL) code1.02 0.000 Sqm Excess(+) Full Conversion INR
16 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.(AGL) itemH1Code2 0.000 Sqm Excess(+) Full Conversion INR
17 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 itemH1Code2 0.000 Kg Excess(+) Full Conversion INR
18 Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab itemH2Code1 0.000 Rm Excess(+) Full Conversion INR
19 Providing and fixing Tar Paper including all cost and conveyance etc., itemH2Code2 0.000 Sqm Excess(+) Full Conversion INR
20 Providing Weepholes use 110mm dia PVC pipe including all cost and conveyance etc.,etc., code1.02 0.000 Each Excess(+) Full Conversion INR
21 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, itemH1Code2 0.999 cum Excess(+) Full Conversion INR
22 Provision for , Hm stone, code1.02 0.000 Nos Excess(+) Full Conversion INR
23 Provision for 60cm Equilateral Triangle Cautionary Sign Board itemH1Code2 0.000 Nos Excess(+) Full Conversion INR
24 Provision for Name board itemH2Code2 0.000 Nos Excess(+) Full Conversion INR
25 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} 0.000 GST Amount Excess(+) Full Conversion INR
Total in Figures
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