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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹2.6 L (2.52%)Admitted-Finance | ₹1.1 Cr+₹2.6 L (2.52%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DURAIMARAN S L1 | SELVAKUMAR.V L2 |
|---|---|---|---|---|---|
| 1.00 | 1.Strengthening the road from Kaluvanthondi Periyavalayam Road 0/0 - 1/500
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. complete. | 2,160 | Sqm | 4.5 ₹9,720 Lowest | 10 ₹21,600 |
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning, etc., Complete as directed by the departmental officers | 1,875 | Sqm | 17 ₹31,875 Lowest | 20 ₹37,500 |
| 3.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 855 | Cum | 102.5 ₹87,637.5 Lowest | 105 ₹89,775 |
| 4.00Providing 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. | |||||
| 4.01 | Km 0/0 - 1/0 | 150 | Cum | 439 ₹65,850 Lowest | 450 ₹67,500 |
| 4.02 | Km 1/0 - 1/500 | 75 | Cum | 450 ₹33,750 Lowest | 450 ₹33,750 Lowest |
| 5.00Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm 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 BOTTOM LAYER | |||||
| 5.01 | Km 0/0 - 1/0 | 281.25 | Cum | 2,703 ₹7,60,218.75 Lowest | 2,725 ₹7,66,406.25 |
| 5.02 | Km 1/0 - 1/500 | 140.63 | Cum | 2,706 ₹3,80,544.78 Lowest | 2,825 ₹3,97,279.75 |
| 6.00Providing 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 | |||||
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
22 Mar 2022, 3:00 pmClosed
Project Director
DRDA, Ariyalur
Strengthening of roads 2 Nos in Package No TN 30-05 in Jayankondam Block of Ariyalur District under TNRRIS 2021-22
2022_RDTN_224515_1
5641/2021/A3, Dated. 04.03.2022
Open Tender
Civil Works - Roads
Works
180 days
DRDA
As per Tender Document
4 documents required · 4 mandatory
₹0
₹1.1 L
DRDA, Ariyalur
30 Mar 2022
8 Mar 2022
22 Mar 2022
8 Mar 2022
22 Mar 2022
8 Mar 2022
15 Mar 2022
Amount
1.Strengthening the road from Kaluvanthondi Periyavalayam Road 0/0 - 1/500 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. complete.
Picking 5 cm to 10 cm old metalled surface and sectioning, etc., Complete as directed by the departmental officers
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
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 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm 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 BOTTOM LAYER
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 Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete (PCSC with Plastic waste using Paver)
Provision for KM Stone
Provision for HM Stone
Provision for Sign board
Provision for Name board
2.Strengthening the road from Angarayanallur West Street Road Km 0/0 - 1/0 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. complete.
Picking 5 cm to 10 cm old metalled surface and sectioning, etc., Complete as directed by the departmental officers
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
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 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm 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 BOTTOM LAYER
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 Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete (PCSC with Plastic waste using Paver)
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B for foundation
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Rataining wall @ Ch 800m
Supplying and Filling with good river sand including cost and conveyance to the site and all labour charges etc., complete
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Rataining wall @ Ch 800m
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Rataining wall @ Ch 800m
Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Below Ground Level)
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Rataining wall @ Ch 800m
Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Above Ground Level)
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Rataining wall @ Ch 800m
Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Rataining wall @ Ch 800m
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Providing weepholes in Brick masonry/stone masonry,/plain cement concrete /reinforced concrete for abutment including cost and conveyance of all labour charges etc complete
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Providing and fixing Tar Paper for bearing Between Bed Block and Deck slab including all labour charges etc., complete as directed by the departmental officers.
1.50m Span RCC Slab Culvert @ Ch 650m
1.50m Span RCC Slab Culvert @ Ch 800m
1.50m Span RCC Slab Culvert @ Ch 995m
Provision for KM Stone
Provision for HM Stone
Provision for Sign board
Provision for Name board
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}
SELVAKUMAR.V
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