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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.8 LAccepted-AOC | L1 | Accepted-AOC L1 Tenderer | |
| 2 | L2₹76.6 L+₹8.8 L (12.9%)Rejected-Finance | L2 | Rejected-Finance L2 Tenderer | |
| 3 | L3₹84.4 L+₹16.6 L (24.5%)Rejected-Finance | L3 | Rejected-Finance L3 Tenderer |
| Sl No | Description | Qty | Unit | M/S.KCP CONSTRUCTIONS L3 | KCP PRAKASH CONSTRUCTIONS L1 | MBS ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,440 | Sqm | 15 ₹21,600 | 5.5 ₹7,920 Lowest | 6.42 ₹9,244.8 |
| 2.00 | 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. | 1,072.17 | Cum | 200 ₹2,14,434 | 131 ₹1,40,454.27 Lowest | 148.49 ₹1,59,206.52 |
| 3.00 | 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. | 37.5 | Cum | 2,350 ₹88,125 | 2,123 ₹79,612.5 Lowest | 2,402.72 ₹90,102 |
| 4.00Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site | ||||||
| 5.00 | km 0/0-1/0 | 5.01 | Cum | 400 ₹2,004 | 366.5 ₹1,836.17 Lowest | 4,149.25 ₹20,787.74 |
| 6.00 | km 1/0-2/0 | 2.24 | Cum | 4,000 ₹8,960 | 3,675.5 ₹8,233.12 Lowest | 4,159.43 ₹9,317.12 |
| 7.00 | 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 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg 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 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( ( Using Plastic Waste) | 375.6 | Cum | 10,000 ₹37,56,000 | 7,892.5 ₹29,64,423 Lowest | 8,931.77 ₹33,54,772.81 |
| 8.00 | Providing and laying TACK COAT over BT surface using 3 Kg of RS-1 Bitumen Emulsion/ 10 sq.m 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.including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 7,543.75 | Sqm | 60 ₹4,52,625 | 30 ₹2,26,312.5 Lowest | 33.73 ₹2,54,450.69 |
| 9.00Providing 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) | ||||||
| 10.00 | KM 0/0-2/0 | 188.58 | Cum | 11,250 ₹21,21,525 | 10,168.5 ₹19,17,575.73 Lowest | 11,507.51 ₹21,70,086.24 |
Tender Value
₹81.8 L
EMD Value
₹82,000
Closing Date
3 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Project Director, DRDA, Chengalpattu
O/o The Project Director, DRDA, Chengalpattu
Strenthening of Chinnakalakkadi to Thenneripattu Road KM 0 0 to 2 00 at Chunambedu Panchayat in Chithamur Block of Chengalpattu District Under MGSMT 2025 26 Phase III Having PKG No.11
2025_RDTN_594543_1
DIPR.No.4437/Tender/2025 dt.18.08.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Chithamur
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹82,000
O/o The Project Director, DRDA, Chengalpattu
16 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
25 Aug 2025
Amount
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
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.
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.
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site
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 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg 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 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( ( Using Plastic Waste)
Providing and laying TACK COAT over BT surface using 3 Kg of RS-1 Bitumen Emulsion/ 10 sq.m 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.including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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)
speed breaker
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 (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
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) Chevron signs 90 cm Octogen ( Curves)
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 Hectometer Stone
Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc
White washing two coats using shell lime including cost and conveyance of all materials to site and all labour charges etc comoplete for 100 Sqm
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction & maintenance) above this row in column "BB" for all works in this package}
MBS ENTERPRISES (BID ID -1448461)
M/S.KCP CONSTRUCTIONS (BID ID -1447698)
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