Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance KARAVALLI NADUCOMBAI PO NAMAKKAL 637404 | NAMAKKAL | TAMIL NADU | 637404 | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹11,440.09 (0.06%)Admitted-Finance | ₹2.0 Cr+₹11,440.09 (0.06%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRM Constructions L1 | Alli L2 |
|---|---|---|---|---|---|
| 1.001.) Maramangalam Bus stop to Mari House road Km 0/0-1/360 | |||||
| 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 0/0-1/360 | 3,264 | Sqm | - | - |
| 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.AKm 0/0 - 1/360 | 2,325.87 | Cum | - | - |
| 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 0/0-1/360 | 2,325.87 | Cum | - | - |
| 5.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Km 0/0-1/360 | 3,805.31 | Cum | - | - |
| 6.00 | Blasting to the Hard Rock Requiring Blasting & Stacking Hard Granite Surface for Hard Solid Measured inculding all Charges etc Complete..,. Km 0/0-1/360 | 290.73 | Cum | - | - |
| 7.00 | Medium rock and Medium Dense rock not Requiring Blasting inculding all Charges etc Complete..,. Km 0/0-1/360 | 290.73 | Cum | - | - |
| 8.00 | 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 . Km 0/0-1/360 | 243.23 | Cum | - | - |
| 9.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method) Km 0/0- 1/0 | 329.63 | Cum | - | - |
| 10.00 | Km 1/0-1/360 | 118.8 | Cum | - | - |
Tender Value
₹2.0 Cr
EMD Value
₹2 L
Closing Date
30 Sept 2020, 3:00 pmClosed
Additional Director / Project Director
DRDA Salem
Package No.21/2020-21 - Yercaud Block - No. of Road Works 01 - Salem District - TNRRIS-2020-21
2020_RDTN_180322_89
Roc.No.2347/2019/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA Salem
As per tender Schedule
3 documents required · 3 mandatory
₹0
₹2 L
DRDA Salem
13 Oct 2020
25 Sept 2020
30 Sept 2020
25 Sept 2020
30 Sept 2020
25 Sept 2020
28 Sept 2020
Amount
1.) Maramangalam Bus stop to Mari House road Km 0/0-1/360
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 0/0-1/360
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.AKm 0/0 - 1/360
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 0/0-1/360
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Km 0/0-1/360
Blasting to the Hard Rock Requiring Blasting & Stacking Hard Granite Surface for Hard Solid Measured inculding all Charges etc Complete..,. Km 0/0-1/360
Medium rock and Medium Dense rock not Requiring Blasting inculding all Charges etc Complete..,. Km 0/0-1/360
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 . Km 0/0-1/360
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method) 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
Providing and laying Prime coat over the WMM surface using 7.00 Kg of bituminous emulsion) for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0- 1/0
Providing and laying Tack coat over thePrime WMM surface using 2.50 Kg of bituminous emulsion) for 10 sqm. Including cost of bituminous emulsion( RS-1) including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. 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) Protection Wall @ Km 0/0 - 1/0
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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 for foundation
Random Rubble masonry in cement mortar 1:5. with simultaneous pointing using new stones from approved sources including cost and conveyance rough stones and bond stones including cost of cement which will be supplied departmentally at the departmental sec
Dry stone masonry for Retainingwall -10cum including cost and conveyanceof all materials and all labour charges etc complete for 10 cum
Plastering with cement mortar 1:5 20 mm thick including cost and conveyance of all materials to site including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at departmental section stores and th
1.B) Protection Wall @ Km 1/0 - 1/360
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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 for foundation
Random Rubble masonry in cement mortar 1:5. with simultaneous pointing using new stones from approved sources including cost and conveyance rough stones and bond stones including cost of cement which will be supplied departmentally at the departmental sec
Dry stone masonry for Retainingwall -10cum including cost and conveyanceof all materials and all labour charges etc complete for 10 cum
Plastering with cement mortar 1:5 20 mm thick including cost and conveyance of all materials to site including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at departmental section stores and th
1.C) 1.50m Span Culvert @ Km 0/105
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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 for foundation
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal including watering wherever necessary and laid in layers compacting etc., complete complying with standard specifications and as directed for foundation
Supplying and erecting centering shuttering including necessary supports for plane surface 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 etc
Above Sill Level
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinforced cement concrte works as per the design given incuding cost of steel and binding wire in all floor etc. complete complying with standard specification
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal including watering wherever necessary and laid in layers compacting etc., complete complying with standard specifications and as directed for foundation
Reinforced Cement concrete 1:1.5:3 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section store etc, complete.
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,
1.D) 1.50m Span Culvert @ Km 0/545
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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 for foundation
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal including watering wherever necessary and laid in layers compacting etc., complete complying with standard specifications and as directed for foundation
Supplying and erecting centering shuttering including necessary supports for plane surface 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 etc
Above Sill Level
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinforced cement concrte works as per the design given incuding cost of steel and binding wire in all floor etc. complete complying with standard specification
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal including watering wherever necessary and laid in layers compacting etc., complete complying with standard specifications and as directed for foundation
Reinforced Cement concrete 1:1.5:3 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section store etc, complete.
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,
1.E) 1.50m Span Culvert @ Km 0/735
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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 for foundation
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal including watering wherever necessary and laid in layers compacting etc., complete complying with standard specifications and as directed for foundation
Supplying and erecting centering shuttering including necessary supports for plane surface 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 etc
Above Sill Level
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinforced cement concrte works as per the design given incuding cost of steel and binding wire in all floor etc. complete complying with standard specification
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal including watering wherever necessary and laid in layers compacting etc., complete complying with standard specifications and as directed for foundation
Reinforced Cement concrete 1:1.5:3 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section store etc, complete.
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,
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}
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
Tendernotice_1.pdf
PDF • 0.40 MB
BOQ_217384.xls
BOQ • 0.27 MB
21.pdf
Tender Documents • 0.47 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 .