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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance NO 3 727 MAIN ROAD ADHICHAPURAM VILLAGE MANNARGUDI THIRUVARUR DT PINCODE 614717 | MANNARGUDI | THIRUVARUR | TAMIL NADU | 614717 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹4.4 L (3.60%)Admitted-Finance 15 29 G S SOUTH STREET MANNARKUDI THIRUVARUR | ₹1.3 Cr+₹4.4 L (3.60%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished |
| Sl No | Description | Qty | Unit | ILAYARAJA M L2 | BBA ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.001)R-648 -Upgradation of Meenambanallur Kaliyamman Koil Road in Kuruchimoolai panchayat km 0/0 - 1/ 370 | |||||
| 2.00Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | |||||
| 3.00 | Km. 0/0-1/02 | 1,164 | sqm | 6 ₹6,984 | 5 ₹5,820 Lowest |
| 4.00Picking the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | |||||
| 5.00 | Km. 0/0-1/02 | 1,035.33 | sqm | 20 ₹20,706.6 | 18.75 ₹19,412.44 Lowest |
| 6.00Earth 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 | |||||
| 7.00 | Km. 0/0-1/02 | 164.4 | Cum | 115 ₹18,906 | 113 ₹18,577.2 Lowest |
| 8.00Providing 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. | |||||
| 9.00 | Km. 0/0-1/000 | 60 | Cum | 1,150 ₹69,000 | 1,103 ₹66,180 Lowest |
| 10.00 | Km. 1/0-1/370 | 22.2 | Cum | 1,150 ₹25,530 | 1,111 ₹24,664.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
10 May 2023, 3:00 pmClosed
JOINT DIRECTOR/PROJECT DIRECTOR
1st floor, DRDA, Collectorate campus,Tiruvarur
1)Strengthening of pallivarthi to boothamangalam road km 0/0 -1/200 and 2)Upgradation of meenambanallur kaliyaman kovil street road km 0/0 -1/370
2023_RDTN_307968_1
DIPR/2018/Tender/2023 dt 06.04.2023 KTRpack8
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottur block
As per tender document
3 documents required · 3 mandatory
₹0
₹1.2 L
12 Jul 2023
28 Apr 2023
10 May 2023
28 Apr 2023
10 May 2023
28 Apr 2023
Amount
1)R-648 -Upgradation of Meenambanallur Kaliyamman Koil Road in Kuruchimoolai panchayat km 0/0 - 1/ 370
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Picking the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
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.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading III
Providing and laying WBM 75mm compacted thickness using Grade II metal using one cubic metre of 75 – 22.4mm IRC size HBG metal with 0.24 cubic metre of gravel of blindage per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.R.T.specification.
Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre of gravel of blindage per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.R.T.specification.
Providing and laying of Prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WBM surface Preparatory to another bituminous construction over it
Providing and laying Tack coat over WMM surface(treated with primer) using 4.0 Kg 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.,
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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
Provision of Rumble Strips with premix Bituminous carpet - Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.0X 0.25 = 2.25
Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
Provision for kilometre stones
Provision for Hectametre stones
Provision for Nameboard & Citizen information Board charges
2) R-376 -Strengthening of Pallivarthi to Boothamangalam Road in Pallivarthi panchayat km 0/0 - 1/200
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Picking the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
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 and laying spreading & Compacting graded stone agreegate to Wet mix Macadam ( WMM ) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250 mm thick with pavers in sub base / Base couse course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material , labour charges , rentala 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.,
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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
Provision of Rumble Strips with premix Bituminous carpet - Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.0X 0.25 = 2.25
Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
Provision for kilometre stones
Provision for Hectametre stones
Provision for Nameboard & Citizen information Board charges
Provision for sign boards
Provision for Octogon Curves
Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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
1)R-648 -Upgradation of Meenambanallur Kaliyamman Koil Road in Kuruchimoolai panchayat km 0/0 - 1/ 370
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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
2) R-376 -Strengthening of Pallivarthi to Boothamangalam Road in Pallivarthi panchayat km 0/0 - 1/200
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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)
ILAYARAJA M
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