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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.0 LAccepted-AOC | ₹24.0 L | 1 | Accepted-AOC L1 Accepted |
| 2 | 2₹28.8 L+₹4.8 L (19.9%)Rejected-Finance | ₹28.8 L+₹4.8 L (19.9%) | 2 | Rejected-Finance L2 Rejected |
| 3 | 3₹29.2 L+₹5.2 L (21.6%)Rejected-Finance | ₹29.2 L+₹5.2 L (21.6%) | 3 | Rejected-Finance L3 Rejected |
| 4 | 4₹30.5 L+₹6.4 L (26.8%)Rejected-Finance | ₹30.5 L+₹6.4 L (26.8%) | 4 | Rejected-Finance L4 Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected - Plants, Tools, Vehicles and equipments details properly not submitted |
| Sl No | Description | Qty | Unit | SN. VENKATESAN L3 | M. SANKAR L2 | SSA INFRA TECH L1 | SUBRAM L4 |
|---|---|---|---|---|---|---|---|
| 1.10Stengthening of the road from Thenimalai Grivala road km 0/0-0/588 in Thenur Panchayat in Ponnamaravathy Panchayat Union in Pudukkottai District | |||||||
| 1.20 | Clearing the Heavy jungle including all labour charges for burrying and burning etc., | 315.95 | Sqm | 6.36 ₹2,009.44 | 6 ₹1,895.7 | 5 ₹1,579.75 Lowest | 6.36 ₹2,009.44 |
| 1.30 | 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 | 315.95 | Cum | 140 ₹44,233 | 140 ₹44,233 | 100 ₹31,595 Lowest | 409 ₹1,29,223.55 |
| 1.40 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 732.87 | Sqm | 23 ₹16,856.01 | 23 ₹16,856.01 | 15 ₹10,993.05 Lowest | 23.36 ₹17,119.84 |
| 1.50 | 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. | 333.06 | Cum | 2,500 ₹8,32,650 | 2,702 ₹8,99,928.12 | 1,900 ₹6,32,814 Lowest | 2,702.18 ₹8,99,988.07 |
| 1.60 | 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 | 2,231.25 | Sqm | 85 ₹1,89,656.25 | 82 ₹1,82,962.5 | 80 ₹1,78,500 Lowest | 85.17 ₹1,90,035.56 |
| 1.70 | 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 | 2,220.37 | Sqm | 19.7 ₹43,741.29 | 18 ₹39,966.66 | 15 ₹33,305.55 Lowest | 19.74 ₹43,830.1 |
| 1.80 | 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 Power Roller) | 55.78 | Cum | 11,927 ₹6,65,288.06 | 11,500 ₹6,41,470 | 10,500 ₹5,85,690 Lowest | 11,927.41 ₹6,65,310.93 |
| 1.90 | Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | 117.6 | Cum | 700 ₹82,320 | 782 ₹91,963.2 | 500 ₹58,800 Lowest | 782.19 ₹91,985.54 |
| 2.10 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 25mmx25mmx3mm 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 Ciruclar | 4 | Each | 4,999 ₹19,996 Lowest | 4,999 ₹19,996 Lowest | 4,999 ₹19,996 Lowest | 4,999 ₹19,996 Lowest |
Tender Value
₹31.3 L
EMD Value
₹32,000
Closing Date
13 Jan 2026, 3:00 pmClosed
JOINT DIRECTOR/PROJECT DIRECTOR
DRDA PUDUKKOTTAI
PUDUKKOTTAI DISTRICT - PACKAGE NO.02 - Stengthening of the road from Thenimalai Grivala road km 0/0-0/588 in Thenur Panchayat in Ponnamaravathy Panchayat Union under MGSMT savings fund-2025-26
2025_RDTN_635231_1
DRDAPDK/PON/MGSMTSAVINGS/02
Open Tender
Civil Works - Roads
Item Rate
180 days
Ponnamaravathy
Please refer tender documents
4 documents required · 4 mandatory
₹0
₹32,000
DRDA PUDUKKOTTAI
24 Feb 2026
22 Dec 2025
13 Jan 2026
22 Dec 2025
13 Jan 2026
22 Dec 2025
8 Jan 2026
Stengthening of the road from Thenimalai Grivala road km 0/0-0/588 in Thenur Panchayat in Ponnamaravathy Panchayat Union in Pudukkottai District
Clearing the Heavy jungle including all labour charges for burrying and burning etc.,
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
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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 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
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 Power Roller)
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 25mmx25mmx3mm 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 Ciruclar
Provision for Kilometer stone
Provision for construction RCC 1.50m Span Culvert @ Ch-480m
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 M sand and filling in to the basement including cost and conveyance to the site and all labour charges for filling as per standard specifications
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. (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)
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
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
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
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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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