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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC 1 213 KALAIZER NAGAR VEEPANGANEN VILLAGE K V KUPPAM POST KATPADI TALUK VELLORE TAMIL NADU 632602 | VELLORE | VELLORE | TAMIL NADU | 632602 | ₹2.0 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹2.1 CrRejected-AOC NO 60 PILLAYAR KOVIL STREET THONDANTHULAS VILLAGE POST KATPADI TALUK VELLORE DISTRICT 632202 | VELLORE | VELLORE | TAMIL NADU | 632202 | ₹2.1 Cr | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | D VASANTHY L1 | K.Suresh L2 |
|---|---|---|---|---|---|
| 1.00Vellore District Strengthening of 2 roads in Katpadi Block NABARD 2026-2027 scheme, package no 08 | |||||
| 2.00Strengthening of the BT Road from Puthur to Alwarthangal Road in Puthur Panchayat of Katpadi Block,KM 0/000 - 2/300 (R- 438) | |||||
| 3.00 | 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. | 2,466.61 | Sqm | 6.36 ₹15,687.64 | 6.47 ₹15,958.97 |
| 4.00 | Scarifying the existing bituminous road surface to a depth of 50
mm and disposal of scarified material with a lift upto 3 m and lead
upto 1000 m as per Technical Specification Clause 301.4 | 2,854.88 | Sqm | 23.36 ₹66,690 | 23.77 ₹67,860.50 |
| 5.00Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15) | |||||
| 6.00 | KM 0/0 - 1/00 | 21.26 | Cum | 140.42 ₹2,985.19 | 142.92 ₹3,038.34 |
| 7.00 | KM 1/00 - 2/00 | 16.73 | Cum | 140.42 ₹2,349.51 | 142.92 ₹2,391.34 |
| 8.00 | KM 2/00 - 2/300 | 4.47 | Cum | 140.42 ₹627.96 | 142.92 ₹639.14 |
| 9.00Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS | |||||
| 10.00 | KM 0/0 - 1/00 | 1,075.29 | Cum | 147.09 ₹1.6 L | 149.71 ₹1.6 L |
Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
20 Feb 2026, 3:00 pmClosed
THE PROJECT DIRECTOR DRDA VELLORE
THE PROJECT DIRECTOR DRDA VELLORE
Vellore District Strengthening of 2 roads in Katpadi Block NABARD 2026-2027 scheme, package no 08
2026_RDTN_657427_1
A7/522/2026
Open Tender
Civil Works
180 days
Katpadi Block
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹2.2 L
23 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
Vellore District Strengthening of 2 roads in Katpadi Block NABARD 2026-2027 scheme, package no 08
Strengthening of the BT Road from Puthur to Alwarthangal Road in Puthur Panchayat of Katpadi Block,KM 0/000 - 2/300 (R- 438)
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.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)
Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS
Refilling of Earth Charges other than Sand including cost and conveyance of all materials to site anf labour charges etc.
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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 for etc Complete
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., Complete
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. complete
Providing and laying bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification clause. 504
Providing and laying Bituminous Concrete to 25/30/40mm 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 density etc., including labour for attending to paver to site etc
Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956- 09,Type IV for etc Complete
60 Cm Equilateral triangle (Cautionary) sign Board
60 Cm Circular (Mandatory) sign Board
Chevron Signs 60x45 cm
Road Stud
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast
200 m stone (precast)
Guard Stone(precast)
Construction of 6.0m Span Rcc Slab Culvert at Km 1/110
Earth work 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
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
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
Cement concrete 1 : 2 : 4 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 including centering and shuttering
Cement concrete 1 : 2 : 4 mix using 20mm and 10 mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed
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
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 for etc Complete
Below Sill
Above Sill
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
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
Towards the charges for routline maintenance of the road work executed under PMGSY 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 carriageway width of 3.00m & 3.75m
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
Strengthening of the Road from Kugaiyanallore to Kuravar colony Road in Kugaiyanallore Panchayat of Katpadi Block,KM 0/000 -1/140 (R- 103)
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.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)
Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS
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 for etc Complete
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., Complete
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. complete
Providing and laying Bituminous Concrete to 25/30/40mm 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 density etc., including labour for attending to paver to site etc
Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956- 09,Type IV for etc Complete
60 Cm Equilateral triangle (Cautionary) sign Board
60 Cm Circular (Mandatory) sign Board
Road Stud
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast
200 m stone (precast)
Construction of 1.50m Span Rcc Slab Culvert at Km 0/200
Earth work 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
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
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
Cement concrete 1 : 2 : 4 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 including centering and shuttering
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
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 for etc Complete
Below Sill
Above Sill
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
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
Towards the charges for routline maintenance of the road work executed under PMGSY 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 carriageway width of 3.00m & 3.75m
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}
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