Tender For Construction Of Bituminous Road (Gajia Barrage Both Sides Approach Road) And Bituminous Wearing Coat On Gajia Barrage Including Facilities Of Utility Duct, Drain, Road Marking And Auxiliary Items Of Road.
Tender Value
2.91 Crore
Estimated cost
Bid Submission
19 Jun 2024
0 days left
EMD
2.91 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kharsawan → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bituminous Road (Gajia Barrage Both Sides Approach Road) And Bituminous Wearing Coat On Gajia Barrage Including Facilities Of Utility Duct, Drain, Road Marking And Auxiliary Items Of Road.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools,breakingtopiecesnotexceeding0.02cuminvolumeandstockpilingat designatedlocationsanddisposalofdismantledmaterialsuptoaleadof1000 metres, stacking serviceable and unserviceable materials separately. (RCD SOR 2.06) |
| 2 | Excavation for roadwork in soil with hydraulic excavatorincludingcuttingandloadingintippers,trimmingbottomandsideslopes,in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) (RCD SOR 3.06) |
| 3 | ConstructionofSub-Grade & Earthen Shoulder withApproved MaterialObtainedfromBorrow Pits with all lifts & leads,transporting to site,spreding & grading to reqired slope and compacted to meet requirementof table no. 300-2 (RCD SOR 3.18) |
| 4 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers withmotorgraderonpreparedsurface,mixingbymixinplacemethodwith rotavatoratOMC,andcompactingwithvibratoryrollertoachievethedesired density, complete as per clause 401) for grading- IMaterial(RCD SOR 4.01B(i)) |
| 5 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers withmotorgraderonpreparedsurface,mixingbymixinplacemethodwith rotavatoratOMC,andcompactingwithvibratoryrollertoachievethedesired density, complete as per clause 401) for grading- IIMaterial(RCD SOR 4.01 B(ii)) |
| 6 | WetMixMacadam(Providing,laying,spreadingandcompactinggradedstone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, layinginuniformlayerswithpaverinsub-base /base courseonwellprepared surface and compacting with vibratory roller to achieve the desired density.) With Vibratory Roller(RCD SOR 4.14(B)) |
| 7 | Primecoat (Providing and applying primer coat with SSI grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)(RCD SOR 5.01 A (i)) |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributorattherateof0.20kgpersqmonthepreparedbituminous surfacecleanedwithmechanicalbroomasperMORT&H.ClauseNo.503and direction of E/I.(RCD SOR 5.02 i) |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributorattherateof0.20kgpersqmontheprepared granular surfacecleanedwithmechanicalbroomasperMORT&H.ClauseNo.503and direction of E/I.(RCD SOR 5.02 ii) |
| 10 | DenseGradedBituminousMacadam(Providingandlayingdensebituminous macadam with higher capacity batch typeHMPusingcrushedaggregatesofspecifiedgrading,premixedwith [email protected]%byweightoftotalmixofmixandfiller, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensorcontroltotherequiredgrade,levelandalignment,rollingwithsmooth wheeled,vibratoryandtandem rollersto achievethe desiredcompaction asper MoRTHspecificationclauseNo.505complete inallrespects.)withVG-30Grade Bulk Bitumen.(RCDSOR 5.04B forGradingII |
| 11 | Bituminous Concrete (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4ofmixandfiller,transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltotherequiredgrade,leveland 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) withVG30 Bulk Bitumen. for Grading-II (RCD SOR 5.05B ) |
| 12 | 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminimum composite meterial sheet depending on the size of the sign fixed over back support fram of min 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB, 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(RCD SOR 8.04 X)(x) 80cm x 60cm rectangle |
| 13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass BeadsonBituminousSurfaceProvidingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorisingglass beads @ 250gms persqm 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 as per (RCD SOR 8.13) |
| 14 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised pavement markers made of polycarbonate molded body with circular shape, solar powered, LED sell illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempratures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepchanrging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mmx100mmx100mm. Also, the surface diameter of the marker shall not be less than 100mm respectively. The weight of the marker shall not exceed 0.5 kilograms. Fixing wil be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) (RCD SOR 8.35) |
| 15 | Supplyingandinstallationofdelineators(roadwayindicators,hazardmarkers, object markers), 80-100 cm high above ground level, painted black and white in 15 cmwidestripes,fittedwith80x100mmrectangularor75mmdiacircular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.(RCD SOR .8.15) |
| 16 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) RCD 8.23 (A) |
| 17 | Plain/Reinforcedcementconcreteinopenfoundationcompleteasperdrawing and technical specifications (PCC Grade M15)(RCD SOR 12.08 A) Case II |
| 18 | Furnishing and Placing Reinforced/Prestressed cement concrete in OPEN FOUNDATION as per drawing and Technical Specification (RCC Grade M20, Using Concrete Mixer, Height upto 5m)(RCD SOR 12.08(C)Case (ii) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.(RCD SOR 12.42) |
| 20 | Carraige Of Cement (20 Km) |
| 21 | Loading and Unloading Of Cement |
| 22 | Carraige Of Sand 40 Km (5 (K)+ 35 (P)) |
| 23 | Loading and Unloading Of Sand |
| 24 | Carraige Of Stone Chips 35 Km (5 (K)+ 30 (P)) |
| 25 | Loading and Unloading Of Stone Chips |
| 26 | Carraige Of Stone Metal 35 Km (5 (K)+ 30 (P)) |
| 27 | Loading and Unloading Of Stone Metal |
| 28 | Carraige Of Stone Dust 35 Km (5 (K)+ 30 (P)) |
| 29 | Loading and Unloading Of Stone Dust |
| 30 | Carraige Of Bitumen Emulsion135 Km(P) |
| 31 | Loading and Unloading Of Bitumen Emulsion |
| 32 | Carraige Of Bitumen 135 Km (P) |
| 33 | Loading and Unloading Of Bitumen |
| 34 | Carraige Of Steel (20 Km) |
| 35 | Loading and Unloading Of Steel |
| 36 | Add GST @18% |
| 37 | Add Labour Cess @1% |
AI Tender Summary
Tender Timeline
Jun 10, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJun 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 21, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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