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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.3 LAccepted-AOC | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹81.9 L+₹3.6 L (4.57%)Rejected-Finance | L2 | Rejected-Finance Above Estimate Rate |
| Sl No | Description | Qty | Unit | RAMASAMY RADHAKRISHNAN L2 | S. YOGAMBAL L1 |
|---|---|---|---|---|---|
| 1.00R-63 Strengthening to the Road from Kumulur Melakudieruppu-Kongaranvayal Konerienthal road KM 0/0-1/700 in Karur Panchayat | |||||
| 2.00 | Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification clause 302.3. | 956.25 | Cum | 125.32 ₹1,19,837.25 | 119.35 ₹1,14,128.44 Lowest |
| 3.00 | Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4 | 2,127.08 | Sqm | 20.86 ₹44,370.89 | 19.87 ₹42,265.08 Lowest |
| 4.00 | 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 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) . | 0.9 | Cum | 2,073.89 ₹1,866.5 | 1,975.13 ₹1,777.62 Lowest |
| 5.00Providing 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. | |||||
| 6.00 | Km 0/0 - 1/700 | 957.19 | Cum | 2,365.58 ₹22,64,309.52 | 2,252.93 ₹21,56,482.07 Lowest |
| 7.00Providing 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. | |||||
| 8.00 | KM 0/0-1/700 | 6,387.25 | Sqm | 77.04 ₹4,92,073.74 | 73.37 ₹4,68,632.53 Lowest |
| 9.00Providing 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. | |||||
| 10.00 | KM 0/0-1/700 | 6,387.25 | Sqm | 17.23 ₹1,10,052.32 | 16.41 ₹1,04,814.77 Lowest |
Tender Value
₹82.4 L
EMD Value
₹83,000
Closing Date
7 Nov 2023, 3:00 pmClosed
JOINT DIRECTOR / PROJECT OFFICER,
DRDA, PUDUKKOTTAI
AVUDAIYARKOIL BLOCK - NABARD XXIX-23-24 - Pack - 9- Strengthening to the road from Kumulur mela kudieruppu-Kongaranvayal-Koneriendhal Road Km 0/0 - 1/700 in Kumulur Panchayat (R - 63) - Pudukkottai District
2023_RDTN_379678_1
NABARD XXIX-2023-2024 - Pack-9-Avk
Open Tender
Civil Works
Item Rate
180 days
PUDUKKOTTAI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹83,000
Yes
30 Sept 2025
17 Oct 2023
7 Nov 2023
17 Oct 2023
7 Nov 2023
17 Oct 2023
Amount
R-63 Strengthening to the Road from Kumulur Melakudieruppu-Kongaranvayal Konerienthal road KM 0/0-1/700 in Karur Panchayat
Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification clause 302.3.
Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 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 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 Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
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
Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface
Provision of Rumble Strips with Bituminous carpet
Reinforced cement concrete M15 grade kilometre stone, Hectametre stone and Guard stone of standard design as per IRC-8 fixing in position including painting and printing, etc as per drawing and Technical Specification clause 1703.
Provision for HM Stones (precast)
Provision for KM Stones (precast)
provision for 60cm Equilateral triangle (Cautionary) sign boards
Providing and fixing Name board cum Citizen Board etc
Construction of RCC NP3 Pipe Culvert @ Ch 630m
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling 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.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Construction of RCC NP3 Pipe Culvert @ Ch 1080m
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling 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.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Construction of RCC NP3 Pipe Culvert @ Ch 1250m
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling 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.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Maintenance of the road
Towards the charges for routline maintenance of the road work executed under NABARD 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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
RAMASAMY RADHAKRISHNAN
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