Tender For Improvements To Road From Bhalki Chincholi
Tender Value
4.89 Crore
Estimated cost
Bid Submission
30 Oct 2024
0 days left
EMD
7.35 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
humnabad → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvements To Road From Bhalki Chincholi Improvements To Road From Bhalki Chincholi From Km 26.50 To 36.50 Working Chainage From Km 26.50 To 35.50 In Humnabad Tq Bidar Dist Job No Crif Knt 2023 24 101
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Oct-2024 | date corrigendum | Date | 30-Oct-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land;-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees upto any girth, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctioned, upto a lead and disposal of top organic soil not exceeding 150mm in thickness including all labour, hire charges of all machineries etc... complete. By mechanical means in area of light jungle& As directed by the Engineer incharge of the work. |
| 2 | Surface Drains in Soil New:-Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment including all lead, lifts,all labour, usage charges of all machinery etc., complete & As directed by the Engineer incharge of the work. |
| 3 | Tack Coat:- Providing and applying tack coat with VG-10 Grade Bitumen (80/100) using bitumenpressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour, hirecharges of machinery, loading, unloading, stacking etc.,complete, including lead for bitumen. Using VG-10 Grade Bitumen (80/100), On Bituminous surface at 0.20 kg/sqm & As directed by the Engineer incharge of the work. |
| 4 | Providing and laying Dense Graded Bituminous Macadam with Higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.0 percent by wieght of total mix and filler at 2 percent by wieght of aggregate, transportingthe hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no 505 complete in all respects including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen excluding cost of primer/tack coat. (Compacted thickness). Grading-II 50-75mm compacted thickness, (b) Using 30/40Grade ( VG-40) Bitumen & As directed by the Engineer incharge of the work. |
| 5 | Bituminous Concrete Grading -II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen and with a lead of mixed material upto 1 Km excluding cost of primer/tack coat. (Compacted thickness).30-40 mm compacted thickness. (ii) Grading 2 with 5.40% bitumen (30-40mm compacted thickness) (13.20mm nominal size) (b) Using 30/40Grade ( VG-40) Bitumen & As directed by the Engineer incharge of the work. |
| 6 | Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete & As directed by the Engineer incharge of the work. |
| 7 | Road Marking with Hot Applied Thermoplastic Compound:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. including barricading, traffic diversion as per IRC 35, cleaning the surface of dirt, dust and other foreign matter, demarcation at site, traffic control, cost of all materials, all labour, lead, lifts, unloading, transporting etc. complete & As directed by the Engineer incharge of the work. |
| 8 | SupplyingandFixingofMoldedShankRaisedPavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO IIIDt11.06.1997.Theheight,widthandlengthshallnot exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the baseshallbe35+/-5degree.Thestrengthofdetachment oftheintegratedcylindricalshanks,(ofdiameternotless than 19 +/- 2 mm and height not less than 30+/- 2 mm) from thebodyistobeaminimumvalueof500Kg.Fixingwill be by drilling holes on the road for the shanks to go inside, withoutnailsandusingepoxyresinbasedadhesiveasper manufacturer\"srecommendationandcompleteasdirected bytheengineer.Thecontractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectanceofthereflectingpanel,totheEngineer.as perMoRTH specification 806. & As directed by the Engineer incharge of the work. |
| 9 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete & As directed by the Engineer incharge of the work. |
| 10 | (a)Rectro Reflctorised Traffic Signs (90cm eqi tri) |
| 11 | (b)Rectro Reflctorised Traffic Signs( 60 cms circular) |
| 12 | (c)Rectro Reflctorised Traffic Signs( 50x60 cms Rect) |
| 13 | Kilometre stoneReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete & As directed by the Engineer incharge of the work. |
| 14 | a)5th Kilometre stone (precast) |
| 15 | b) Ordinary Kilometer stone (precast) |
| 16 | c) Hectometer stone (precast) |
| 17 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings,includingcost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.& as directed by the Engineer incharge of the work. Supported on Class B GI pipe 80mm dia, 3.5mtrs long& As directed by the Engineer incharge of the work. |
| 18 | Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shallcleaned,applying red oxide and black paint by sprayer on both sides of the board and all MS iron frameworks, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering)including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.& As directed by the Engineer incharge of the work. |
| 19 | Direction and Place Identification Signs with sizemore than 0.9 sqm size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing finishing neatley, including supplying to site of work, curing concrete work, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete & As directed by the Engineer incharge of the work. |
AI Tender Summary
Tender Timeline
Oct 24, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 30, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 30, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 05, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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