Upgradation The Road From Kavandachipudur To Poolavadi Km 0 / 0 - 4 / 075
Tender Value
2.14 Crore
Estimated cost
Bid Submission
12 Aug 2022
0 days left
EMD
4.30 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dharapuram → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation The Road From Kavandachipudur To Poolavadi Km 0 / 0 - 4 / 075
BOQ
| Sl. No. | Item Description |
| 1 | 1.Upgradation the road from Kavandachipudur to Poolavadi Km 0/0 - 4/075 |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 3 | Scarfing the existing bituminous road surface to a depth of 150 mm and disposalof scanfied material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 4 | 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 |
| 5 | Construction of embankment 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 (Gravel shoulder) |
| 6 | Km 0/0-1/0 |
| 7 | Km 1/0-2/0 |
| 8 | Km 2/0-3/0 |
| 9 | Km 3/0-4/0 |
| 10 | Km 4/0-4/075 |
| 11 | 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 250mm 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. |
| 12 | Km 0/0-1/0 |
| 13 | Km 1/0-2/0 |
| 14 | Km 2/0-3/0 |
| 15 | Km 3/0-4/0 |
| 16 | Km 4/0-4/075 |
| 17 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface ofgranular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 18 | Km 4/0-4/075 |
| 19 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor atthe rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primercleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 20 | Km 4/0-4/075 |
| 21 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composedof 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion torequired line, grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN staticroller capacity, finished to required level and grades to be followed by seal coat of eitherType A or Type B or Type C as per Technical Specification Clause 508. |
| 22 | km 0/0-0/200 |
| 23 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composedof 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion torequired line, grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN staticroller capacity, finished to required level and grades to be followed by seal coat of eitherType A or Type B or Type C as per Technical Specification Clause 508. |
| 24 | Km 0/0-1/0 |
| 25 | Km 1/0-2/0 |
| 26 | Km 2/0-3/0 |
| 27 | Km 3/0-4/0 |
| 28 | Km 4/0-4/075 |
| 29 | Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, grade and cross fall using Type A, Type B and Type C as per TechnicalSpecification Clause 510 |
| 30 | Km 0/0-1/0 |
| 31 | Km 1/0-2/0 |
| 32 | Km 2/0-3/0 |
| 33 | Km 3/0-4/0 |
| 34 | Km 4/0-4/075 |
| 35 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high atcentre, 250 mm wide placed at 1 m centre-to-centre at approved locations to controlspeed, marked with white strips of road marking paint. |
| 36 | Km 0/0-1/0 |
| 37 | Km 1/0-2/0 |
| 38 | Km 2/0-3/0 |
| 39 | Km 3/0-4/0 |
| 40 | Km 4/0-4/075 |
| 41 | Providing and fixing retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical specification clause 80. |
| 42 | Logo board |
| 43 | Circular(Mandatory)Sign board |
| 44 | Octozonal sign Board |
| 45 | Citozen information board |
| 46 | Providing and fixing Name board |
| 47 | Providing and fixing maintanance board |
| 48 | Provision for Reflector |
| 49 | Provision for guard Km stone |
| 50 | Provision for KM stone |
| 51 | Provision for Hectameter stones |
| 52 | Road Making with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface |
| 53 | Construction of 1.50m RCC Slab Culvert @ Ch 70, 2135, 2405, & 3810 of Kavandachipudur to Poolavadi road |
| 54 | Earthwork 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 |
| 55 | Km 0/0-1/0 |
| 56 | Km 2/0-3/0 |
| 57 | Km 3/0-4/0 |
| 58 | Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed. |
| 59 | Km 0/0-1/0 |
| 60 | Km 2/0-3/0 |
| 61 | Km 3/0-4/0 |
| 62 | Cement concrete 1:2.5: 5 mix using M15 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed. |
| 63 | Km 0/0-1/0 |
| 64 | Km 2/0-3/0 |
| 65 | Km 3/0-4/0 |
| 66 | Cement concrete 1:2:4 mix using M20mm Grade HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL |
| 67 | Km 0/0-1/0 |
| 68 | Km 2/0-3/0 |
| 69 | Km 3/0-4/0 |
| 70 | Cement concrete 1:2:4 mix using M20mm Grade HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL |
| 71 | Km 0/0-1/0 |
| 72 | Km 2/0-3/0 |
| 73 | Km 3/0-4/0 |
| 74 | Cement concrete 1:2:4 mix using M20mm Grade HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., |
| 75 | Km 0/0-1/0 |
| 76 | Km 2/0-3/0 |
| 77 | Km 3/0-4/0 |
| 78 | Cement concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications. |
| 79 | Km 0/0-1/0 |
| 80 | Km 2/0-3/0 |
| 81 | Km 3/0-4/0 |
| 82 | 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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor. |
| 83 | Km 0/0-1/0 |
| 84 | Km 2/0-3/0 |
| 85 | Km 3/0-4/0 |
| 86 | providing and fixing 20mm thick compressible fibre board |
| 87 | Km 0/0-1/0 |
| 88 | Km 2/0-3/0 |
| 89 | Km 3/0-4/0 |
| 90 | Providing and fixing Tar Paper for bearing Between Bed block and deck slab |
| 91 | Km 0/0-1/0 |
| 92 | Km 1/0-2/0 |
| 93 | Km 2/0-3/0 |
| 94 | Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7 |
| 95 | Km 0/0-1/0 |
| 96 | Km 1/0-2/0 |
| 97 | Km 2/0-3/0 |
| 98 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer. |
| 99 | Km 0/0-1/0 |
| 100 | Km 1/0-2/0 |
| 101 | Km 2/0-3/0 |
| 102 | Construction of 2 x 6 m RCC Slab Culvert @ Ch 3067 of Kavandachipudur to Poolavadi road |
| 103 | Earthwork 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 |
| 104 | Km 3/0 - 4/0 |
| 105 | Cement concrete 1:2.5: 5 mix using M15 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed. |
| 106 | Km 3/0 - 3/100 |
| 107 | Cement concrete 1:2:4 mix using 40 mmHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL |
| 108 | Km 3/0 - 3/100 |
| 109 | Cement concrete 1:2:4 mix using40 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL |
| 110 | Km 3/0 - 3/100 |
| 111 | Cement concrete 1:2:4 mix using20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complying with satndard specifications and as directed., ABOVE SILL LEVEL |
| 112 | Km 3/0 - 3/100 |
| 113 | Cement concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications. |
| 114 | Km 3/0 - 3/100 |
| 115 | Wearing coat 75 mm thick in CC 1:1.5:3 using 65% 25 mm, 25% 12mm and 10% 6mm IRC HBG metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Department section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Department section storesto the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft,potable water, hire fuel charges for tools and plants and all other incidental charges such as bailing water forming protective bunds providing coffer dams etc complete as directed by engineer. |
| 116 | Km 3/0 - 3/100 |
| 117 | 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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor. |
| 118 | Km 3/0 - 3/100 |
| 119 | providing and fixing 20mm thick compressible fibre board |
| 120 | Km 3/0 - 3/100 |
| 121 | Providing and fixing Kraft Paper for bearing Between Bed block and deck slab |
| 122 | Km 3/0 - 3/100 |
| 123 | Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7 |
| 124 | Km 3/0 - 3/100 |
| 125 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer. |
| 126 | Km 3/0 - 3/100 |
| 127 | Dismantling Existing CD Work @at CH 3067 of Kavandachipudur to Poolavadi road |
| 128 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 129 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 130 | Removing all types of hume pipes and stacking withn a lead of 1000 m including earthwork and dismantling of masonry works as per Technical specification clause 202. |
| 131 | Construction of protective work at KM 3240-3255, 3450-3465, 3440-3455 of Kavandachipudur to Poolavadi road. |
| 132 | Earthwork 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 |
| 133 | Km 3/0- 4/0 |
| 134 | Cement concrete 1:2.5: 5 mix using M15 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed. |
| 135 | Km 3/0- 4/0 |
| 136 | Cement concrete 1:2:4 mix using M20mm Grade HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed. |
| 137 | Km 3/0- 4/0 |
| 138 | Cement concrete 1:2:4 mix using M20mm Grade HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., |
| 139 | Km 3/0- 4/0 |
| 140 | Providing weepholes in brick masonry / stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specifiaction cluses 614,709,1204.3.7 |
| 141 | Km 3/0- 4/0 |
| 142 | Maintenanace I year |
| 143 | Maintenanace II year |
| 144 | Maintenanace III year |
| 145 | Maintenanace IV year |
| 146 | Maintenanace V year |
| 147 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
AI Tender Summary
Tender Timeline
Jul 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 12, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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