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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+₹2.0 L (1.77%)Admitted-Finance | ₹1.2 Cr+₹2.0 L (1.77%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S.LAKSHMI CONSTRUCTIONS L1 | R.RAMESH L2 |
|---|---|---|---|---|---|
| 1.00Strengthening the Road from Pallipettai to Kesavarayanpettai Road Km (0/0 - 2/400) (R131) in Acharapakkam Panchayat Union. | |||||
| 2.00 | Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete | 1,728 | sqm | - | - |
| 3.00 | Earth work exavation in all classes of soils such as Hard Soil , etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20B | 1,285.79 | cum | - | - |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m with all leads and lifts and all other incidential charges. etc., complete | 3,000 | sqm | - | - |
| 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 150mm 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. Using Paver Finisher | |||||
| 6.00 | KM 0/0 -2/400 | 892.91 | cum | - | - |
| 7.00 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. | 8,291.62 | sqm | - | - |
| 8.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 8,362.5 | sqm | - | - |
| 9.00providing and Laying of Bituminousmacadam 50mm Compacted Thick using 0.20cum of 26-13m IRS Size HBG Machine Crushed Chips and 0.43 cum of 13.20-2.36 mm IRC HBG Machine crushed Chips with 37 kg of bitumen 60/70 for 10sqm includimg and conveyance of chips and stackindg then to departmental guage for pre-measurements includin cost of bitumen which will be supplied by the department an department section stores and its cost will be recoveredas per special condition appended including heating the bitumen and metal mjxing the materials in mini hot mix palnt for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified line and grades including all labour charges per MOST Specification 509 and 513 (III revision )including all labour Changes hire Fuel Etc,..Complete | |||||
| 10.00 | KM 0/0 -2/400 | 414.57 | cum | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
30 Sept 2020, 3:00 pmClosed
Project Director
DRDA Chengalpattu
Strengthening of Pallipettai Kesavarayan pettai of Chengalpattu District under TNRRIS 20 21 Stream II Panchayat Union Allocation package No 15
2020_RDTN_180312_1
1285/2020/A9 dt 10.9.20
Open Tender
Civil Works - Roads
Item Rate
180 days
Pallipettai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.1 L
Yes
DRDA Chengalpattu
6 Oct 2020
21 Sept 2020
30 Sept 2020
21 Sept 2020
30 Sept 2020
21 Sept 2020
23 Sept 2020
Amount
Strengthening the Road from Pallipettai to Kesavarayanpettai Road Km (0/0 - 2/400) (R131) in Acharapakkam Panchayat Union.
Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete
Earth work exavation in all classes of soils such as Hard Soil , etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20B
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m with all leads and lifts and all other incidential charges. etc., complete
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 150mm 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. Using Paver Finisher
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc.
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
providing and Laying of Bituminousmacadam 50mm Compacted Thick using 0.20cum of 26-13m IRS Size HBG Machine Crushed Chips and 0.43 cum of 13.20-2.36 mm IRC HBG Machine crushed Chips with 37 kg of bitumen 60/70 for 10sqm includimg and conveyance of chips and stackindg then to departmental guage for pre-measurements includin cost of bitumen which will be supplied by the department an department section stores and its cost will be recoveredas per special condition appended including heating the bitumen and metal mjxing the materials in mini hot mix palnt for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified line and grades including all labour charges per MOST Specification 509 and 513 (III revision )including all labour Changes hire Fuel Etc,..Complete
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 PAVER FINISHER
Filling gravel for shoulders and berms including all cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete
Provision for KM Stone
Provision for HM Stone
Provision for Sign Board Charges
CD Work 3.0 m Span @ Ch 0/170
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
Up to Ground Level
Above to Ground Level
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS. (For weep holes)
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
CD Work 1.5 m Span @ Ch 0/700 , 1/020, 1/180, 1/900 1/940
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
Up to Ground Level
Above to Ground Level
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS. (For weep holes)
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
CC Drainage@ Ch 0-60 m RHS
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
CC Pavement @Ch 0/0-0/170
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an
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}
R.RAMESH
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