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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L1 | Accepted-AOC LER |
| 2 | L2₹2.2 Cr+₹1.5 L (0.69%)Rejected-Finance | ₹2.2 Cr+₹1.5 L (0.69%) | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | N R M RAGHAVAN CONSTRUCTION L1 | S NAGARAJAN L2 |
|---|---|---|---|---|---|
| 1.00Part I : I Improvement of velliyanallur road Km 0/0 - 2/630. | |||||
| 1.01Clearing the Scrub jungle including all labour charges for burrying and burning etc., | |||||
| 1.02 | in KM 0/0-1/0 | 1,800 | Sqm | 5.94 ₹10,692 Lowest | 5.94 ₹10,692 Lowest |
| 1.03 | in KM 1/0-2/0 | 1,800 | Sqm | 5.94 ₹10,692 Lowest | 5.94 ₹10,692 Lowest |
| 1.04 | in KM 2/0-2/568 | 1,022.4 | Sqm | 5.94 ₹6,073.06 Lowest | 5.94 ₹6,073.06 Lowest |
| 1.05Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | |||||
| 1.06 | in KM 0/0-1/0 | 1,245.75 | Sqm | 21.84 ₹27,207.18 Lowest | 21.84 ₹27,207.18 Lowest |
| 1.07 | in KM 1/0-2/0 | 1,238.5 | Sqm | 21.84 ₹27,048.84 Lowest | 21.84 ₹27,048.84 Lowest |
| 1.08 | in KM 2/0-2/568 | 705.75 | Sqm | 21.84 ₹15,413.58 Lowest | 21.84 ₹15,413.58 Lowest |
| 1.09collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. | |||||
Tender Value
₹2.4 Cr
EMD Value
₹2.4 L
Closing Date
4 Jul 2025, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvement of Road from Velliyanallur road Km 0/0 - 2/630 with 5 Years Routine maintenance in Cheyyar Block of Tiruvannamalai District TVM/2025-26/80 under NABARD RIDF 2025-2026
2025_RDTN_570477_1
No.3585/A11/2025 Dt.02.06.2025 80
Open Tender
Civil Works - Roads
Item Rate
180 days
Cheyyar
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.4 L
9 Oct 2025
18 Jun 2025
4 Jul 2025
18 Jun 2025
4 Jul 2025
18 Jun 2025
Amount
Part I : I Improvement of velliyanallur road Km 0/0 - 2/630.
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50- 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37 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 50mm 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.,complete as per specification.(Bituminous Macadam 50mm thick Using Vibratory Roller)
Providing and laying Bituminous Concrete to 25/30/40 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., complete as per specification using CMP using( Vibratory Roller)
Provision of 5 nos. rumble strips covered with bituminous concrete, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Road Markers/Road Stud with Lens Reflector -- Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 /- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 /- 2mm and height not less than 30 /- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete
Providing and laying Tack Coat over BM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Provision for Hectometer Stone
Provision for Kilometer stone
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 60 cm Equilateral triangle cautionary signboard
Name Board Charges
Construction of 2Nos. of 1.50m RCC slab Culvert @ Ch. 1/500 & 1/691
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
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 bed blocks for 10 cum
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 bed blocks for 10 cum
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc 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 including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL)
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc 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 including conveyance of all materials to site and proper centering etc complete. (ABOVE GROUND LEVEL)
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 for 10 cum
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
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Providing and fixing Tar Paper including labour etc complete.
Providing and fixing weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour etc complete
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of 3 Nos. of 2.00m RCC slab Culvert @ Ch. 0/410, 1/004 & 2/284
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 B
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
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 bed blocks for 10 cum
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 bed blocks for 10 cum
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc 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 including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL)
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc 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 including conveyance of all materials to site and proper centering etc complete. (ABOVE GROUND LEVEL)
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 for 10 cum
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
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Providing and fixing Tar Paper including labour etc complete.
Providing and fixing weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour etc complete
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Provision for Protection Work @ Ch. 1/691 - 1/701 (LHS)
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 B
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
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 bed blocks for 10 cum
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 for 10 cum
Below ground level
Above ground level
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc 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 including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL)
Providing and fixing weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour etc complete
Provision for Dismantling Existing CD Works @ Ch. 0/410, 1/004, 1/500, 1/691 & 2/284
Dismantling of Brick / stone masonry in Cement mortar walls including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m.(Second additional 3m height with initial and first height).
Dismantling of Brick / stone in clay walls including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m.(first additional 3m height with initial height of 3m).
Dismantling of Brick / stone masonry in lime mortar walls including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m.(Second additional 3m height with initial and first height).
Dismantling of cut stone slabs & RCC cover slabs including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m.
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}
S NAGARAJAN (BID ID -1387231)
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