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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L-1 | Accepted-AOC L-1 Deivasigamani
Lowest Rate |
| 2 | L-2₹1.6 Cr+₹96,909.39 (0.63%)Rejected-AOC NO 32 BAJANAI KOIL STREET PUDUPADI POST KILAMBADI VILLAGE ARCOT | ARCOT | RANIPET | TAMIL NADU | ₹1.6 Cr+₹96,909.39 (0.63%) | L-2 | Rejected-AOC L-2 RK Constructions
Highest Rate |
| Sl No | Description | Qty | Unit | M/S RK CONSTRUCTIONS L2 | Deivasigamani M L1 |
|---|---|---|---|---|---|
| 1.00Kaveripakkam Block | |||||
| 2.00Package 3 - 2 Roads in Kaveripakkam Block | |||||
| 3.001)Name Of Work : Strengthening of Road from Panapakkam Panniyur road to Ramapuram Road Km 0/0-2/88 at Kaveripakkam Block Ranipet District | |||||
| 4.00 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 3,443.76 | Sqm | 6 ₹20,662.56 Lowest | 6 ₹20,662.56 Lowest |
| 5.00 | Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A. | 1,028.44 | Cum | 140 ₹1,43,981.6 Lowest | 140 ₹1,43,981.6 Lowest |
| 6.00 | collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. roller etc.complete, for SHOULDERS | 771.32 | Cum | 152 ₹1,17,240.64 | 146 ₹1,12,612.72 Lowest |
| 7.00 | Picking 5 Cm to 10 cm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete (1/3) | 3,552.86 | Sqm | 30 ₹1,06,585.8 | 23 ₹81,715.78 Lowest |
| 8.00 | Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5. | 1,628.38 | Cum | 2,354.83 ₹38,34,558.08 Lowest | 2,354.83 ₹38,34,558.08 Lowest |
| 9.00 | Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 10,855.85 | Sqm | 84.84 ₹9,21,010.31 Lowest | 84.84 ₹9,21,010.31 Lowest |
| 10.00 | Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 10,943.25 | Sqm | 22 ₹2,40,751.5 | 19.63 ₹2,14,816 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹1.7 L
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director
Project Director DRDA-Ranipet
1. Strengthening of the Road from Panniyur panapakkam road to Ramapuram km 0/0-2/880 (Using Plastic Waste)(R-210) and 2. Strengthening of Road from Siruvalayam Ramapuram Road KM 0/0-0/600(R139) in Kaveripakkam Block at Ranipet District MGSMT 2025-2
2025_RDTN_594825_1
A3/3086/2025
Open Tender
Civil Works
Item Rate
180 days
DRDA-Ranipet
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.7 L
14 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
Amount
Kaveripakkam Block
Package 3 - 2 Roads in Kaveripakkam Block
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. roller etc.complete, for SHOULDERS
Picking 5 Cm to 10 cm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete (1/3)
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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 with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory 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, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
PRetro-Reflectorised Traffic Signs (with out definition board) Type - IV Providing and erecting of Retro - Reflector›sed Cautionary, Maridatory 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 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 0.6Om 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 3 ear 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
Road stud with lens Reflector
Provision for Hectometer stone
Providing KM Stone
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for narrow foundation.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying & Erecting centering for sides & soffiots to Concrete works including cost and conveyance of all materials to worksite and all labour charges etc., complet
Above GL
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fabrication of steel including cost and conveyance and all labour charges etc
RCC 1:1.5:3 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fixing of tar pad to deck slab and bed block including all labour charges etc
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Refilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for narrow foundation.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying & Erecting centering for sides & soffiots to Concrete works including cost and conveyance of all materials to worksite and all labour charges etc., complet
Above GL
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fabrication of steel including cost and conveyance and all labour charges etc
RCC 1:1.5:3 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fixing of tar pad to deck slab and bed block including all labour charges etc
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Refilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for narrow foundation.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying & Erecting centering for sides & soffiots to Concrete works including cost and conveyance of all materials to worksite and all labour charges etc., complet
Above GL
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fabrication of steel including cost and conveyance and all labour charges etc
RCC 1:1.5:3 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fixing of tar pad to deck slab and bed block including all labour charges etc
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Refilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for narrow foundation.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying & Erecting centering for sides & soffiots to Concrete works including cost and conveyance of all materials to worksite and all labour charges etc., complet
Above GL
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fabrication of steel including cost and conveyance and all labour charges etc
RCC 1:1.5:3 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fixing of tar pad to deck slab and bed block including all labour charges etc
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Refilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for narrow foundation.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying & Erecting centering for sides & soffiots to Concrete works including cost and conveyance of all materials to worksite and all labour charges etc., complet
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc complete.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
2)Strengthening of Road from Siruvaliyam Ramapuram Road km 0/0-0/60 (R 139) at Kaveripakkam Block Ranipet District
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. roller etc.complete, for SHOULDERS
Picking 5 Cm to 10 cm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete (1/3)
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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 with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory 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, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
PRetro-Reflectorised Traffic Signs (with out definition board) Type - IV Providing and erecting of Retro - Reflector›sed Cautionary, Maridatory 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 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 0.6Om 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 3 ear 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
Road stud with lens Reflector
Provision for Hectometer stone
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}
M/S RK CONSTRUCTIONS (BID ID -1447952)
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