Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹4,564.76 (0.03%)Admitted-Finance | ₹1.7 Cr+₹4,564.76 (0.03%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R. Subramanian L2 | SATHIYAMOORTHY L1 |
|---|---|---|---|---|---|
| 1.001.)Periamangalam Perumal Kovil Falls Road Km 0/0-1/00 | |||||
| 2.00 | Clearing Scrub jungle including cutting all trees and other vegetation and depositing them beyond the road as directed by the departmental officers Including all labour charges etc., complete. KM 0/0-1/10 | 2,640 | Sqm | 6 ₹15,840 | 5.2 ₹13,728 Lowest |
| 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.B Km 0/0-1/10 | 2,571.31 | Cum | 125.3 ₹3,22,185.14 | 125.1 ₹3,21,670.88 Lowest |
| 4.00 | Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth) Km 0/0-1/10 | 2,571.31 | Cum | 25.09 ₹64,514.17 | 25 ₹64,282.75 Lowest |
| 5.00 | Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Km 0/0-1/10 | 1,133.06 | Cum | 150.39 ₹1,70,400.89 Lowest | 150.39 ₹1,70,400.89 Lowest |
| 6.00 | Blastering to the Hard Rock Requiring Blastering & Stacking Hard Granite Surface for Hard Soild Measured including all charges etc , complete Km 0/0-1/10 | 142.85 | Cum | 831.9 ₹1,18,836.92 | 831.6 ₹1,18,794.06 Lowest |
| 7.00 | Medium rock and medium Dense rock not Requiring Blastering including all Charges etc , completed Km 0/0-1/10 | 142.85 | Cum | 424.5 ₹60,639.83 | 424.2 ₹60,596.97 Lowest |
| 8.00 | Providing Gravel soling to 100 mm thick including cost and conveyance of gravel from approved sources to work site and stacking on road side to departmental metric gauge for pre measurements as directed including labour for spreading and compacting ete.., Km 0/0- 1/10 | 146.15 | Cum | 297.77 ₹43,519.09 Lowest | 297.77 ₹43,519.09 Lowest |
| 9.00 | 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 401 Grading III Km 0/0-1/0 | 463.19 | Cum | 2,106.38 ₹9,75,654.15 Lowest | 2,106.38 ₹9,75,654.15 Lowest |
| 10.00 | Km 1/0-1/10 | 71.88 | Cum | 2,106.38 ₹1,51,406.59 Lowest | 2,106.38 ₹1,51,406.59 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
17 Feb 2021, 3:00 pmClosed
Additional Director/ Project Director
DRDA, SALEM
SCPAR -2020-21 Package No.21/2020-21 Gangavalli Block in Salem District No of Works -01
2021_RDTN_192382_58
Roc.No.08/2021/A6
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
As per tender schedule
3 documents required · 3 mandatory
₹0
₹1.7 L
DRDA, SALEM
22 Feb 2021
10 Feb 2021
17 Feb 2021
10 Feb 2021
17 Feb 2021
10 Feb 2021
12 Feb 2021
Amount
1.)Periamangalam Perumal Kovil Falls Road Km 0/0-1/00
Clearing Scrub jungle including cutting all trees and other vegetation and depositing them beyond the road as directed by the departmental officers Including all labour charges etc., complete. KM 0/0-1/10
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.B Km 0/0-1/10
Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth) Km 0/0-1/10
Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Km 0/0-1/10
Blastering to the Hard Rock Requiring Blastering & Stacking Hard Granite Surface for Hard Soild Measured including all charges etc , complete Km 0/0-1/10
Medium rock and medium Dense rock not Requiring Blastering including all Charges etc , completed Km 0/0-1/10
Providing Gravel soling to 100 mm thick including cost and conveyance of gravel from approved sources to work site and stacking on road side to departmental metric gauge for pre measurements as directed including labour for spreading and compacting ete.., Km 0/0- 1/10
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 401 Grading III Km 0/0-1/0
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. Km 0/0-1/0
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0- 1/0
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0- 1/0
Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete Km 0/0- 1/0
Hectametre Stone
Kilometre Stone
Sign board
1.A) 1.50m Span RCC Culvert @ Km 0/115
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Deck Slab
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,
Plain cement concrete 1:2:4 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 foe bed blocks
Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Provision for Bitumen Pad
Provision for Weep holes 4 " Pvc pipe
1.B) 1.50m Span RCC Culvert @ Km 0/290
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Deck Slab
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,
Plain cement concrete 1:2:4 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 foe bed blocks
Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Provision for Bitumen Pad
Provision for Weep holes 4 " Pvc pipe
1.C) 1.50m Span RCC Culvert @ Km 0/980
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Deck Slab
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,
Plain cement concrete 1:2:4 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 foe bed blocks
Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Provision for Bitumen Pad
Provision for Weep holes 4 " Pvc pipe
1.D) 3.00m Span RCC Culvert @ Km 0/640
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Deck Slab
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,
Plain cement concrete 1:2:4 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 foe bed blocks
Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Provision for Bitumen Pad
Provision for Weep holes 4 " Pvc pipe
1.E) 3.00m Span RCC Culvert @ Km 0/870
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Cement Concrete 1:2:4 using 60% of 40 mm ISS metal and 40% of 20mm ISS metal including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Deck Slab
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinfored cement concrete works as per the design given including cost of steel and binding wire in all floor etc..,
Plain cement concrete 1:2:4 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 foe bed blocks
Reinforced Cement Concrete 1:1.5:3 mix using 20 mm HBG metal for foundation including wateriung wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete (Deck slab)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Provision for Bitumen Pad
Provision for Weep holes 4 " Pvc pipe
1.F) Protection wall Km 0/0-1/0
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Provision for Weep holes 4 " Pvc pipe
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. Subramanian
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .