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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹52,710.50 (0.50%)Admitted-Finance | ₹1.1 Cr+₹52,710.50 (0.50%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Original EMD and Affidavit are not Submitted |
| 4 | Rejected-Technical 47 EZHIL NAGAR PUDUKKOTTAI 622 005 | PUDUKKOTTAI | TAMIL NADU | 622005 | - | - | Rejected-Technical Original EMD and Affidavit are not Submitted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Original EMD and Affidavit are not Submitted |
| Sl No | Description | Qty | Unit | SRI PERIYASAMY CONSTRUCTIONS L1 | R C RAVICHANDRAN L2 |
|---|---|---|---|---|---|
| 1.00R-1540-Strengthening of the road from RAJAKKUDIERUPPU AD COLONY TO ALANGUDI JOINT ROAD KM 0/0-0/860 | |||||
| 2.00 | Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 774 | Sqm | 5.15 ₹3,986.1 Lowest | 6 ₹4,644 |
| 3.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 387 | Cum | 148.15 ₹57,334.05 Lowest | 155 ₹59,985 |
| 4.00 | Scarifying Existing Wornout BT Surface to a Depth of 50 mm by Mechanical Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 860 | Sqm | 18.85 ₹16,211 Lowest | 20 ₹17,200 |
| 5.00Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). | |||||
| 6.00 | 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. | 387 | Cum | 2,101.14 ₹8,13,141.18 Lowest | 2,150 ₹8,32,050 |
| 7.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 2,580 | Sqm | 74.78 ₹1,92,932.4 Lowest | 80 ₹2,06,400 |
| 8.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm 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. | 2,580 | Sqm | 17.48 ₹45,098.4 Lowest | 20 ₹51,600 |
| 9.00 | Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 23.232Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. | 2,580 | Sqm | 301.13 ₹7,76,915.4 Lowest | 320 ₹8,25,600 |
| 10.00 | Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | 154.8 | Cum | 611.12 ₹94,601.38 Lowest | 630 ₹97,524 |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
23 May 2023, 3:00 pmClosed
JOINT DIRECTOR/PROJECT DIRECTOR
DRDA, PUDUKKOTTAI
MGSMT-22-23- Pack - 33 -Strengthening and Five years Maintenace of three Roads in Karambakudi Block-Pudukkottai District
2023_RDTN_303358_1
KKUDI-33/MGSMT-22-23/PDK
Open Tender
Civil Works
Item Rate
180 days
PUDUKKOTTAI
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
12 Jul 2023
18 Apr 2023
23 May 2023
18 Apr 2023
23 May 2023
18 Apr 2023
Amount
R-1540-Strengthening of the road from RAJAKKUDIERUPPU AD COLONY TO ALANGUDI JOINT ROAD KM 0/0-0/860
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Scarifying Existing Wornout BT Surface to a Depth of 50 mm by Mechanical Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method).
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm 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.
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 23.232Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com.
Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms
Providing rumble strips covered with premix bituminous carpet, 15-20 mm at centre and 250mm wide placed at 1m intervals centre to centre at approved locations to control speed, marked with white strips of road marking paint.
Providing and fixing Name board Cum Citizen Board
Providing and fixing Cauttionary, Mandatory abd Information sign Board
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 Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)
90 Cm Equilateral triangle (Cautionary) sign Board
60 Cm Circular (Mandatory) sign Board
Chevron Signs 90 cm Octagon (Curves)
Reflector
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bitumunous Surface
(i) Ordinary Kilometer Stone (Precast)
(ii) 200 m stone (precast)
(iii) Guard Stone
Towards the charges for routline maintenance of the road work executed under MGSMT 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 IRCSP- 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 the First Year from the date of completion of work
For the Second Year from the date of completion 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
R-1541-Strengthening of the road from RAJAKKUDIIRUPPU BG THERU MUDHAL TO ALANGUDI Road KM 0/0-0/700
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Scarifying Existing Wornout BT Surface to a Depth of 50 mm by Mechanical Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm 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.
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 23.232Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com.
Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms
Providing rumble strips covered with premix bituminous carpet, 15-20 mm at centre and 250mm wide placed at 1m intervals centre to centre at approved locations to control speed, marked with white strips of road marking paint.
Providing and fixing Name board Cum Citizen Board
Providing and fixing Cauttionary, Mandatory abd Information sign Board
90 Cm Equilateral triangle (Cautionary) sign Board
60 Cm Circular (Mandatory) sign Board
Reflector
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bitumunous Surface
(ii) 200 m stone (precast)
(iii) Guard Stone
Construction of RCC 1.50m span Culvert @ Ch 700
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with M.Sand including cost and conveyance and all charges etc., complete.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Below sill
Above Sill Level
Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
Towards the charges for routline maintenance of the road work executed under MGSMT 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 IRCSP- 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 the First Year from the date of completion of work
For the Second Year from the date of completion 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
R-313-Strengthening of the road from Thirumanancheri - Mullankurichi Kathayeamman koil road in KM 0/0-0/860
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Scarifying Existing Wornout BT Surface to a Depth of 50 mm by Mechanical Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm 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.
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 23.232Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com.
Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms
Providing rumble strips covered with premix bituminous carpet, 15-20 mm at centre and 250mm wide placed at 1m intervals centre to centre at approved locations to control speed, marked with white strips of road marking paint.
Providing and fixing Name board Cum Citizen Board
Providing and fixing Cauttionary, Mandatory abd Information sign Board
90 Cm Equilateral triangle (Cautionary) sign Board
60 Cm Circular (Mandatory) sign Board
Chevron Signs 90 cm Octagon (Curves)
Reflector
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bitumunous Surface
(ii) 200 m stone (precast)
(iii) Guard Stone
Construction of RCC 1.50m span Culvert @ Ch 220
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with M.Sand including cost and conveyance and all charges etc., complete.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Below sill
Above Sill Level
Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
Construction of RCC 1.50m span Culvert @ Ch370
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with M.Sand including cost and conveyance and all charges etc., complete.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Below sill
Above Sill Level
Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
Towards the charges for routline maintenance of the road work executed under MGSMT 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 IRCSP- 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 the First Year from the date of completion of work
For the Second Year from the date of completion 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 & 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}
R C RAVICHANDRAN
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