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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-Finance | ₹13.1 L | L1 | Accepted-Finance Approved |
| 2 | L2₹13.1 LRejected-Finance | ₹13.1 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.Jayamoorthy L1 | E.Ramkumar L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 15.84 | cum | 6.36 ₹100.74 | 10.15 ₹160.78 |
| 2.00 | 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 of water as per 20A | 15.38 | cum | 140.35 ₹2,158.58 | 155.1 ₹2,385.44 |
| 3.00 | Providing US Gravel with a lead of 2.068 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 | 11.79 | cum | 567.4 ₹6,689.65 | 567.4 ₹6,689.65 |
| 4.00 | Providing and laying spreading and compacting graded
stone aggregate to Wet Mix Macadam(WMM) 250 mm
thick, including premixing the material with water at OMC in
machanical mix plant carriage of mixed material by tipper to | 120.19 | sQm | 2,980.03 ₹3.6 L | 2,980.03 ₹3.6 L |
| 5.00 | Providing and laying of prime coat using Emulsion at the
rate of 7 Kg per ten square meter over the WMM surface
preparatory to another bituminous construction over it. | 961.5 | Cum | 85.07 ₹81,794.81 | 85.07 ₹81,794.81 |
| 6.00 | Providing and laying Tack coat over WMM 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.,. | 961.19 | cum | 19.7 ₹18,935.44 | 19.7 ₹18,935.44 |
| 7.00 | Bituminous Macadam (Grade-II) 50mm Thick Using VG30
Providing, laying 50mm consolidated thick Bituminous
Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of
13.20-2.36mm and 0.08cum of 2.36mm & below size IRC
metal with 34.78 Kgs of VG30 Grade bitumen for premixing
per 10sqm including cost and conveyance of all materials to
CMP site, heating the bitumen, aggregate and mixing them
in required temperature using Central hot mix plant 20-30ton
capacity, conveying the mix by tipper trucks to paver site,
spreading the mix to uniform thickness of 50mm with
mechanical paver to the specified grades and cross sections
and consolidated by 8-10 tonne Vibratory Roller to the
required density etc., including labour for attending to paver
to site etc., including hire and fuel charges for 20-30t CMP
with bitumen boiler, tipper trucks, Paver Finisher, Vibratory
roller and all other tools and plant required, including all
other incidental charges etc., complete as per specification
using CMP as per clause 504 of MORTH Rev-5 Using
plastic waste 6% | 48.08 | sQm | 9,808.45 ₹4.7 L | 9,808.45 ₹4.7 L |
| 8.00 | Providing and laying Bituminous Concrete to 40/30/25 mm
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 50.30 kgs of
VG30/ VG40 bitumen 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 /
Pneumatic Roller 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 / 9m paver finisher,
Vibratory / Pneumatic roller and all other tools and plant
required, including fuel and all other incidental charges etc | 28.85 | nos | 12,600.71 ₹3.6 L | 12,600.71 ₹3.6 L |
| 9.00 | Name Board | 1 | No | 4,500 ₹4,500 | 4,500 ₹4,500 |
Tender Value
₹15.6 L
EMD Value
₹15,570
Closing Date
28 Feb 2026, 5:00 pmClosed
BDO (VP)
Block Development office Cuddalore
Strengthening the Road from Thiruppanampakkam Colony in Thiruppanampakkam Panchayat
2026_RDTN_668318_1
B4/0278/2026-Upari Nithi Thirupanampakkam
Open Tender
Civil Works - Roads
30 days
Block Development office Cuddalore
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹15,570
Yes
5 Jun 2026
28 Feb 2026
28 Feb 2026
28 Feb 2026
28 Feb 2026
28 Feb 2026
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
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
Providing US Gravel with a lead of 2.068 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
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM 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.,.
Bituminous Macadam (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.78 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Using plastic waste 6%
Providing and laying Bituminous Concrete to 40/30/25 mm 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 50.30 kgs of VG30/ VG40 bitumen 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc
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