Ministry Of Road Transport And Highways has published Rehabilitation Of Distress Bug Br . No . 79/1 , L - 105 . 00 M Across River Simsang At Nongalbibra On Nh - 62 In The State Of Meghalaya Rehabilitation Of Distress Bug Br . No . 79/1 , L - 105 . 00 M Across River Simsang At Nongalbibra On Nh-62 In Th. Submission Date for this Tender is 31-05-2021. Civil Work Tenders in On NH 62 Meghalaya. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-May-2021 | Corrigendum for BOQ | Other | 31-05-2021 |
| Name of Work: Rehabiliation of Distress BUG Bridge No. 79/1 (L = 105.00 m) across river Simsang at Nongalbibra on NH-62 in the State of Meghalaya (Job No. 62/MG/2020-21/162) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | BR No. 79-1 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Dismantling of Structures (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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres). (c )Prestressed / Reinforced cement concrete grade M-20 & above | BI01010001010000000000000515BI0100001113 | 352.41 | m3 |
| 3 | 1.02 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001114 | 29.47 | MT |
| 4 | 1.03 | Filler joint:- Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001115 | 52.5 | Rm |
| 5 | 1.04 | Providing and laying of strip seal expansion joint catering to maximum movement upto 70mm complete as per drawing and standard specification. | BI01010001010000000000000515BI0100001116 | 35 | Rm |
| 6 | 1.05 | P.C.C. M15 Grade levelling course below approach slab complete as per drawing & technical specification. | BI01010001010000000000000515BI0100001117 | 9.19 | m3 |
| 7 | 1.06 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (C) RCC grade M30 Case II (i) Height above 10.00 m | BI01010001010000000000000515BI0100001118 | 257.28 | m3 |
| 8 | 1.07 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001119 | 70.42 | m3 |
| 9 | 1.08 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification | BI01010001010000000000000515BI0100001120 | 230 | Rm |
| 10 | 1.09 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001121 | 18.38 | m3 |
| 11 | 1.1 | Drainage Spouts complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001122 | 42 | Nos |
| 12 | 1.11 | Painting(including supply of paints)steel work in BUG with aluminium paint 2(two) coats including cleaning the surface as directed. c(ii)for the unit above 18m clear span. | BI01010001010000000000000515BI0100001123 | 2 | Each |
| 13 | 1.12 | c(vi)for the unit beyond 60m clear span. | 1 | Each | |
| 14 | 1.13 | Refitting, rivetting nuts, bolts including welding etc. ( Lump Sum) | 1 | LS | |
| 15 | 1.14 | Cost of Joist including supplying fitting fixing, welding and labours (Cost of structural steel material for ISMB/ISA/ISHB member) | 6.62 | Ton | |
| 16 | 2 | Approach Road for Main Bridge:- Wet Mix Macadam (Providing, laying, spreading and compacting graded stone 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, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 41.25 | m3 | |
| 17 | 2.01 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) | 550 | m² | |
| 18 | 2.02 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 550 | m² | |
| 19 | 2.03 | Bituminous Macadam (Providoing and laying bituminous macadam with hot mix plant using crushed aggregate of specified grading premixed with bituminous binder , transporterd to site of work etc. complete). | 27.5 | m3 | |
| 20 | 2.04 | Tack coat ( Providing and applying tack coat with bitumen emulsion using bitumen emulsion pressure distribution etc). | 550 | m² | |
| 21 | 2.05 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, 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. 509 complete in all respects) | 16.5 | m3 | |
| 22 | 3 | CARRIAGE OF MATERIAL:- Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip).Sand & Stone. | 589.63 | m3 | |
| 23 | 3.01 | Loading and unloading of cement or steel by Manual means or stacking.Cement,Steel & Bitumen | 198.09 | Ton | |
| 24 | 3.02 | Cost of haulage excluding Loading and Unloading. A) Sand: | 311.16 | Ton | |
| 25 | 3.03 | B) Chips | 597.22 | Ton | |
| 26 | 3.04 | Cost of Haulage by Truck Excluding Loading and Unloading of Construction Materials like cement, steel , bitumen etc. from nearest factory/Depot average lead =190.5 km. Cement,Steel & Bitumen | 198.09 | Ton | |
| 27 | 4 | Guard post :- Guard post inreinforced cement concrete complete as per drawing and technical specifications M15 andHYSD bar as per drg painting and all compleate. | 220 | Nos | |
| 28 | 5 | Retaining Wall:- Retaining wall as per drawing and techinical specification of 6.00 m height above GL in Stone masonry work in cement mortar 1:3 complete .etc. | 76 | Rm | |
| 29 | 6 | C.C Drains & Covered Drains :- Construction of CC side drain in PCc Grade M20 as per drawing enclosed with proper IRC specification including all carraige complete. | 450 | Rm | |
| 30 | 6.01 | Construction of Rcc slab covering in M25 with double mesh reinforcement of 16mmQ as per drawing enclosed with proper IRC specification including all carraige complete . | 300 | Rm | |
| 31 | 7 | Edge line Road Marking:- Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) (i) Over 10 cm in width | 151.5 | m² | |
| 32 | 8 | Road Stud with Lense Reflector:- 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) | 202 | Nos | |
| 33 | 9 | Traffic signs /boards:- Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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). (iii) 60 cm circular | 8 | Nos | |
| 34 | 9.01 | (v) 60 cm x 45 cm rectangular (or 90x30 cm) | 8 | Nos | |
| 35 | 10.01 | Sub-way Approaches:- Granular Sub-Base with course Graded Materials (Construction of GSB by providing course graded materials, spreading in uniform layers with motor grader on prepared surface etc). (iii) for grading III. | 222.75 | m3 | |
| 36 | 10.02 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) by manual means (a)Using Screening Crushable type such as Moorum or Gravel Providing WBM Grading II | 334.13 | m3 | |
| 37 | 10.03 | Sub-way Timber Members:- Supplying fitting and fixing 1st class salwood works(Undressed) in superstructure including supplying all fitting such as nails,bolts and nuts spikes etc. and including coal taring two coats complete. | 83.41 | m3 | |
| 38 | 10.04 | Subway (Steel Members) :- Cost of Joist including supplying fitting fixing, welding and labours (Cost of structural steel material for ISMB/ISA/ISHB member) | 30.38 | Ton | |
| 39 | 10.05 | Sub-way Intermediate Support :- Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) iii) Hard rock (blasting prohibited) A) Mechanical Means | 4.5 | m3 | |
| 40 | 10.06 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications . E) RCC Grade M250. Case I Using concrete mixer | 18 | m3 | |
| 41 | 10.07 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 0.7196 | Ton | |
| 42 | 10.08 | Painting of BUG Members:- Painting(including supply of paints)steel work in BUG with aluminium paint 2(two) coats including cleaning the surface as directed. c(ii)for the unit above 18m clear span. | 1 | each | |
| 43 | 10.09 | c(iii)for the unit above30m clear span. | 1 | each | |
| 44 | 10.1 | c(vi)for the unit beyond 60m clear span. | 1 | each | |
| 45 | 11.01 | CARRIAGE OF MATERIAL :- Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip). Sand, GSB & Chips | 465.35 | m3 | |
| 46 | 11.02 | Loading and unloading of cement or steel by Manual means or stacking. Cement and steel | 38.36 | Ton | |
| 47 | 11.03 | Cost of haulage excluding Loading and Unloading A) Sand : | 13.16 | t-km | |
| 48 | 11.04 | B) GSB : | 661.58 | t-km | |
| 49 | 11.05 | C) Chips : | 24.3 | t-km | |
| 50 | 11.06 | Cost of Haulage by Truck Excluding Loading and Unloading of Construction Materials like cement, steel, bitumen etc. from nearest factory/Depot. Cement and Steel | 38.36 | Ton |
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