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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹5.7 L (5.00%)Admitted-Finance | ₹1.2 Cr+₹5.7 L (5.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R. RADHAKRISHNAN L1 | MANIKANDAN KOOTHAIAH L2 |
|---|---|---|---|---|---|
| 1.001. Improvements of Road from Veliyathur Road KM (0/0-1/0) in Vilanur Panchayat | |||||
| 1.01 | 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 | 450 | Cum | 89.5 ₹40,275 Lowest | 93.98 ₹42,291 |
| 1.02 | PICKING old metalled/BT Surface upto. 10cm thick as directed by the deparmtnetal officers | 1,005 | Sqm | 15.31 ₹15,386.55 Lowest | 16.08 ₹16,160.4 |
| 1.03Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with 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 as per (Mix -in - place method) | |||||
| 1.04 | Km 0/0-1/0 | 74.25 | Cum | 1,706.13 ₹1,26,680.15 Lowest | 1,791.44 ₹1,33,014.42 |
| 1.05Provising and laying water bound macadam Grade II to a consolidated thickness of 75mm using 1 cum of 90-22.4mm IRC size HBG metal and 0.24 cum of gravel for blindage for 10 sqm area including cost and conveyance of all materials from any approved source to work site and staking the same to departmental gauge for pre measurement including all labour charges for spreading the metal to the camber as directly by the departmental engineers and blinding with blinding material and consolidation with power roller or 8-10 tonne capacity including watering with all leads and for soft water including hire and fuel charges for all machineries and other tools and plants employed for the work including all other incidental charges etc., complete as per clause 404 of MOST specification. | |||||
| 1.06 | Km 0/0-1/0 | 282.1 | Cum | 2,502.27 ₹7,05,890.37 Lowest | 2,627.38 ₹7,41,183.9 |
| 1.07Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER | |||||
| 1.08 | Km 0/0-1/0 | 282.1 | Cum | 2,839.31 ₹8,00,969.35 Lowest | 2,981.28 ₹8,41,019.09 |
| 1.09Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | |||||
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
23 Feb 2021, 3:00 pmClosed
District Collector/Chairman
DRDA, Pudukkottai
SCPAR - 2020-2021 - PACKAGE No. 8 - Avudaiyarkoil Block in Pudukkottai District
2021_RDTN_194067_1
SCPAR - 2020-2021 - Package No.8
Open Tender
Civil Works - Roads
Item Rate
180 days
Pudukkottai
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.1 L
24 Feb 2021
5 Feb 2021
23 Feb 2021
5 Feb 2021
23 Feb 2021
5 Feb 2021
Amount
1. Improvements of Road from Veliyathur Road KM (0/0-1/0) in Vilanur Panchayat
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
PICKING old metalled/BT Surface upto. 10cm thick as directed by the deparmtnetal officers
Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with 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 as per (Mix -in - place method)
Provising and laying water bound macadam Grade II to a consolidated thickness of 75mm using 1 cum of 90-22.4mm IRC size HBG metal and 0.24 cum of gravel for blindage for 10 sqm area including cost and conveyance of all materials from any approved source to work site and staking the same to departmental gauge for pre measurement including all labour charges for spreading the metal to the camber as directly by the departmental engineers and blinding with blinding material and consolidation with power roller or 8-10 tonne capacity including watering with all leads and for soft water including hire and fuel charges for all machineries and other tools and plants employed for the work including all other incidental charges etc., complete as per clause 404 of MOST specification.
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER
Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
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 14.60Kg of bitumen 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 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.,
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
Provision for HM Stones
Provision for KM Stones
Provision for 600mm dia pipe culvert Culvert ch @ 115 M
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 All charges and etc completed
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,, completed
Cost of Supply and Fixing of RCC pipe 600 mm dia
Supply and filling with collected gravel including including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm.
Provision for 600mm dia pipe culvert Culvert ch @ 240 M
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 All charges and etc completed
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,, completed
Cost of Supply and Fixing of RCC pipe 600 mm dia
Supply and filling with collected gravel including including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm.
Provision for 600mm dia pipe culvert Culvert ch @ 550 M
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 All charges and etc completed
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,, completed
Cost of Supply and Fixing of RCC pipe 600 mm dia
Supply and filling with collected gravel including including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm.
2. Improvements of Road from Chinnaveeramangalam Road KM (0/0-1/0) in Veeramangalam Panchayat
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
PICKING old metalled/BT Surface upto. 10cm thick as directed by the deparmtnetal officers
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER
Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
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 14.60Kg of bitumen 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 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.,
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
Provision for HM Stones
Provision for KM Stones
3. Improvements of Road from Pazhanthamarai to Panniyru Road KM (0/0-1/300) in Punniyavayal Panchayat
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
PICKING old metalled/BT Surface upto. 10cm thick as directed by the deparmtnetal officers
Provising and laying water bound macadam Grade II to a consolidated thickness of 75mm using 1 cum of 90-22.4mm IRC size HBG metal and 0.24 cum of gravel for blindage for 10 sqm area including cost and conveyance of all materials from any approved source to work site and staking the same to departmental gauge for pre measurement including all labour charges for spreading the metal to the camber as directly by the departmental engineers and blinding with blinding material and consolidation with power roller or 8-10 tonne capacity including watering with all leads and for soft water including hire and fuel charges for all machineries and other tools and plants employed for the work including all other incidental charges etc., complete as per clause 404 of MOST specification.
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER
Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
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 14.60Kg of bitumen 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 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.,
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
Provision for HM Stones
Provision for KM Stones
4. Improvements of Road from Avanam to Kunathirapatti Road km 1/0- 1/680 in Kavathukudi Panchayat
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
Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with 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 as per (Mix -in - place method)
Provising and laying water bound macadam Grade II to a consolidated thickness of 75mm using 1 cum of 90-22.4mm IRC size HBG metal and 0.24 cum of gravel for blindage for 10 sqm area including cost and conveyance of all materials from any approved source to work site and staking the same to departmental gauge for pre measurement including all labour charges for spreading the metal to the camber as directly by the departmental engineers and blinding with blinding material and consolidation with power roller or 8-10 tonne capacity including watering with all leads and for soft water including hire and fuel charges for all machineries and other tools and plants employed for the work including all other incidental charges etc., complete as per clause 404 of MOST specification.
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER
Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
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 14.60Kg of bitumen 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 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.,
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
Provision for HM Stones (size 0.75 x 0.23 x0.10m)
Provision for 600mm dia pipe culvert Culvert ch @ 1240 M
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 All charges and etc completed
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,, completed
Cost of Supply and Fixing of RCC pipe 600 mm dia
Supply and filling with collected gravel including including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm.
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}
MANIKANDAN KOOTHAIAH
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