Tender For Maintenance And Overlay Of Nh-4 ( A ) Overlay And Other Works From Km 12.00 To Km 21.00 And ( B ) Ordinary Repair From Km 28.00 To Km 45.00 In The Union Territory Of Andaman And Nicobar Island On Item Rate Basis In The Fy 2023-24
Tender Value
6.45 Crore
Estimated cost
Bid Submission
24 May 2023
0 days left
EMD
12.90 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance And Overlay Of Nh-4 ( A ) Overlay And Other Works From Km 12.00 To Km 21.00 And ( B ) Ordinary Repair From Km 28.00 To Km 45.00 In The Union Territory Of Andaman And Nicobar Island On Item Rate Basis In The Fy 2023-24
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees from Road Side:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.; (Length = 3500 m, Breadth= 1 m) |
| 2 | Earthen Drain: Earth work in excavation by mechanical means( Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.;(Length= 1750 m, Breadth= 0.5 m) |
| 3 | Construction of Top Layer of Hard Shoulder with Granular Sub-Base:Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.;(Length = 5000 m, Breadth= 1 m with100 mm thickness) |
| 4 | Tack Coat: Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen e;mulsion: On bituminous surface @ 0.25 Kg / sqm; (Length = 9000 m, Breadth= 7) |
| 5 | Bituminous Concrete:Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. as per MORTH specification clause No. 509 complete in all respects.(Length = 9000 m, Breadth= 7 m & Thickness 0.040 m) |
| 6 | Road Markers/Road Stud with Lense Reflector:Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973. (Length = 9000 m) |
| 7 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material:Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(Length = 9000 m) |
| 8 | Retro-Reflectorised Traffic Signs:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing; 10 no\"s 90 cm equilateral triangle & 20 No\"s 60 cm circular board);90 cm equilateral triangle |
| 9 | Retro-Reflectorised Traffic Signs:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing; 10 no\"s 90 cm equilateral triangle & 20 No\"s 60 cm circular board);60 cm circular |
| 10 | CC Shoulder (M-25):Providing & laying of M-25 concrete on road crossing trench over PCC (1:4:8) with layer thickness 160mm, i.e. 40mm below the road FRL: Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying, admixtures in recommended proportions as per IS: 9103 to accelerate setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Length = 2000 m, Breadth= 1 m) |
| 11 | Construction of Retaining Wall:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge: 2.6.1 All kinds of soil: (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 12 | Construction of Retaining Wall:Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of the Engineerin-charge.; M-15 grade plain cement concrete (cementcontent considered @ 240 kg/cum): (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 13 | Construction of Retaining Wall:Steel reinforcement (Thermo mechanically treated bars of grade Fe-500D or more) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more: (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 14 | Construction of Retaining Wall:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying,curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (M:30):All works upto plinth level: (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m): |
| 15 | Construction of Retaining Wall:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying,curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (M:30):All works above plinth level upto floor V level : (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m): |
| 16 | Construction of Retaining Wall:Centering and shuttering including strutting, propping etc. and removal of form work for;Foundations, footings, bases for columns: (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 17 | Construction of Retaining Wall:Centering and shuttering including strutting, propping etc. and removal of form work for;Walls (any thickness) including attached pilasters, butteresses, plinth & string courses etc.: (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 18 | Construction of Retaining Wall:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.: (Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 19 | Construction of Retaining Wall:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. :(Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 20 | Construction of Retaining Wall:Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications:(Wall-1: Length= 50 m, Height= 5 m),(Wall-2:Length= 50 m, Height= 3 m) |
| 21 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (Length= 17000 m, Breadth= 1 m) |
| 22 | Earth work in excavation by mechanical means( Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 23 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.(Length= 410 m, Breadth= 1 m) |
| 24 | Tack coat with RS Emulsion:Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion, On bituminous surface @ 0.25 Kg / sqm: (Length= 1190 m, Breadth= 7 m) |
| 25 | Bituminous Concrete:Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. as per MORTH specification clause No. 509 complete in all respects.;(Length= 1190 m, Breadth= 7 m with 40 mm thickness) |
AI Tender Summary
Tender Timeline
May 03, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 24, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 25, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender