Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 12,80,000Document Cost
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Summary
Tender for Widening And Strengthening.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_MoRTH_399118_1Bid Award Id
ViewTender No
11 OF 2018/2019 CRF PAN DIV AMRELITender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Earthwork in cutting in all sorts of soil and soft Murrum including conveying and putting the stuff, in spoil bank maintaining minimum distanace of five meter between top edge of cutting and top of spoil bank.
694.2
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Providing and laying compacted of specified quarry spall / Hard Murram in side shoulder including carraige of material and spreading on prepared base including compacting as per MOST specification etc.
4778.2
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Suplying and stacking of stone dust on road site including filling the measure boxes etc. complete.
975.3
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Scarifying graveled macadam or Bitumen macadam surface 6cm to 10cm depth including stacking useful materials on road side and disposing off remaining stuff.
2250
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Providing and laying 100/150 mm thick Granular Sub-base by Providing coarse greded material grading-II using B.T. M.C metal cruhsed stone agg. 26.5mm to 4.75mm @ 75% and below 2.36mm @ 25% having C.B.R. not less than 25% as per table 400.2 of MORTH gradation including levelling the material at site of work, mixing and spreading into grade and camber, watering and consolidation at OMC with vibratory roller including cost of material, labour etc. complete.
18920
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Supplying and stacking of Crushed stone agg. Chipping etc. of 11.20mm size of hard stone free of disintegrated pieces, deletarious and organic matter (for bitumen surface dresing etc.) and grading as per I.R.C. code including filling the measure boxes for screeing material Type-B grading.II
2048
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Supplying and stacking of Crushed stone agg. Chipping etc. of 40mm to 63mm size of hard stone free of disintegrated pieces, deletarious and organic matter (for bitumen surface dresing etc.) and grading as per I.R.C. code including filling the measure boxes etc. complete .
9751.2
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Spreading blindage or road crust filling the gaps in metal and levelling to camber and gradient as directed. (As required materials)
3025.9
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Spreading the stone agg for rolling and W.B.M. including filling the interstices to required camber and gradient.(excluding spreading of blindage (ii) 40mm to 63mm size)
9751.2
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Rolling and Watering of earthwork in layers with vibratory roller including filling in depression which occur during the process as directed.
14707
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Rolling and consolidation using vibratory Road Roller 8 - 10 tonne capacity ©Water bound macadam. (Layer Not exeeding 100 mm)
9751.2
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Providing and laying evenly priming coat using low viscocity liquid bituminious emulsion of IS 8887 materials at the rate of 7.5 Kg / 10 Sq.M. on road surface using emulsion pressure sprayer etc complete including the cost of all labour and materials
53980
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Providing and laying 100 mm avg. thick wet mix macadum (W.M.M.) using machine crushed black trap aggregate of 40 to 50 mm size in the material with water OMC in mechanically mix (pug mill) carriage of mix material by contractors own tipper to site of work including laying, spreading and compacting in sub base, base course on well prepared under base of compacting as per MOST Specification to achieve the desired density (Mechanically laid)
5989.9
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Providing, laying and rolling 50mm thick compacted bitumenous Macadam (B.M.) in one layer with B.T. aggregates as specified and using asphalt VG-10 for tack coat at the rate of 2.50kg/10sqm and using bitumen for mixing with agg. at the rate of 3.40% i.e 34kg/MT of total mix including heating and mixing in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary cost of hire charges, firewood, oil, lubricants, labour charges, etc. by using constractor's own drum mix plant, machineries and equipment, tools etc. complete in accordanace with the requirement of sepcification.
12391
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Providing, laying and rolling 37.50mm thick compacted bitumenous Macadam (B.M.) in one layer with B.T. aggregates as specified and using Bitumen Grade VG-10 for tack coat at the rate of 2.50kg/10sqm (As per IRC-16) and using bitumen for mixing with agg. at the rate of 3.40% i.e 34.00kg/MT of total mix including mixing in Drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary including cost of hire charges, firewood, oil, lubricants, labour charges, etc. by using constractor's own Drum mix plant, machineries and equipment, tools etc. complete in accordanace with the requirement of sepcification.
4549
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Providing laying & rolling 25 mm thick SDBC using stone chipping and aggregate as per MORTH with tack coat of bitumin asphalt vicocity grade VG-10 at 2.50 kg/10 sqm on Btsurface and for mixing @ rate of 50.0 Kg/MT i.e. 5.00% of total weightmix using saline nanotechnology based compound at 0.1% of total asphalt mix and including heating the aggregate and asphalt in continous batching drum mix plant and including laying, consolidation with vibratory roller including using all necessasry equipments tools plants fire wood oil kerosene labour charges etc. complete ( Using contractor's own machinaries)
6477
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Providing and laying asphalt painting on B.T surface with bitumen grade 80/100 at the rate of 5.00 Kg / 10 Sqm by mechanical spreyar and spreading the stone dust on prepared surface at the rate of 0.03 Cum /10 Sqm and rolling with smooth wheeled and penumatic roller and brushing etc complete.
111777
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Excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto all lead. Dense or hard soil.
1237.7
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Excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto all lead. Hard Murrum
480.4
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Providing masonary steps cement pointing on approaches as directed,.
105
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Excavation of foundation in Sand graval caly soft soil and murrum etc. including shoring, struting dewatering as necessary and disposing of the excavated stuff as directed. Depth upto 3.00mt.
740
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Excavation of foundation in hard murrum and boulders and very stiff or sticky clays and other similar strata including shorting out and struting and dewatering as necessary and disposing of the excavated stuff as directed.
693
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Excavation in large boulders and soft rock by wedging including shoring, strutting and dewatering as necessary and disposing of the excavated stuff as directed,
784
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Providing and fixing Mild steel dowel bar of minimum 32mm dia. For anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed.
750
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Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary pin headers including shuttering, scafilding, laying vibrating, curing and finishing complete Without V-Grooves For all Hieght.
2471.6
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Providing and filling in foundation with ordinary cement concrete M-100 mix and providing necessary vertical pin headers incl. Formwork, vibrating, ramming and curing complete.
1040.1
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Providing and cast in situ controlled Cement Concrete M-200 Mix and providing pin headers including shuttering scafolding, laying, vibrating, curring and finishing complete with V-grooves (A) all heights.
1688
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Providing parapet of ordinary cement concrete M-200 as per detailed drawing with necessary reqinforcement including shuttering laying vibrating and finishing to line and level complete (ii) cast in situ.
140
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Providing and cast in situ controlled cement concrete M-30 (1: 1 :2)for average wearing coat /C.C. pavement as specified thickness of 20mm laid as directed in approved fixed side form work of steel channel including vibrating by screed needle vibrator and finishing by plate vibrator and finished in continuous operation including providing of contruction joint at every 4.0mt and expansion joint at interval of 40mtr. applying debonding strips, bitumen primer bitumenous sealant 12mm dia jute rope and curring etc. complete.
840
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Providing and casting in situ Controlled Cement Concrete M 20 mix for R.C.C. works in pier cap, abutment cap, and dirt wall including controlled cement concrete M 25 bed block or pedestals for required size below bearings as per detailed drawings, centering, shuttering, scaffolding wherever necessary laying, vibrating, curing and finishing complete.
80
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Providing and casting in situ Controlled Cement Concrete M 25 for R.C.C. Solid slab including centering, scaffolding, curing and finishing complete.
318
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Providing and casting in situ Controlled Cement Concrete M-25 mix for average 75mm thick wearing coat laid as directed incuding. tamping, vibrating, finishing, curring and filling in joints with bitumen complete.
39.5
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Providing and casting in situ Contolled cement concrete- M-200 for average 150 mm thick wearing coat laid as directed incuding. tamping, vibrating, finishing, curring and filling in joints with bitumen complete.
72
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Providing and casting in situ Controlled cement concrete- M 200 mix for Approach slab including formwork, curing and finishing complete.
41
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Providing and laying @weep hole in Abutment and returns by using A.C pipe / PVC Pipe of 100mm. Incl. fixing in proper grade and jointing the complete as per detailed specification.
1316
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Providing and laying filter media 600mm. thick directed at the back of abutments, returns and wing walls as per detailed specifications.
1314.9
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Providing and fixing in position Mild steel dowel bars in pier cap or abutment caps for anchorage in fixed end as per detailed drawings including cutting bending and welding complete.
72
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Providing and fixing in position Mild steel dowel bars in pier cap or abutment caps for anchorage in free end as per detailed drawings including cutting bending and welding complete.
72
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Providing and laying in Position FE -415 TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following (A) Piers (B) Abutments (C) Returns (D) Wwll curbs, staining capand RCC raft.
55.27
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Providing and fixing in position FE-415 TMT bar reinforcement including cutting, bending, and tying complete as per detailed drawaing (A) RCC kerb/ RCC Footpath/RCC App. Slab / Wearing coat./Solid Slab
41.82
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Providing and casting in situ Controlled Cement concrete-M-20 mix for kerbs/Kerb blocks including formwork,curing and finishing complete.
18
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Providing and fixing post and pipe railing as per detailed drawing including 3 coats of painting to steel works complete.
250
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Providing 12mm. Thick Pre-moulded asphalt filler joints as per drawings
106.4
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Providing G.I. 100mm. Diameter water spouts including necessary iron gratings as per drawings.
40
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Providing flood gauge marks on sub structure as per design including painting complete
31.1
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Providing and fixing flood gauge marks of C angle size 100 mm X 50 mm X 6 mm thick of length 2.00 Mt. height fixed in head wall 0.50 Mt. and 1.50 Mt. out side with painting and lettering with radium color as directed
2
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Filling available excavated earth (excluding rock ) in trenches plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering.
2588
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Numbering the CD work with approved paint including all materials for painting etc. complete.
22
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Supplying and fixing reinforced concrete heavy duty non presure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1;2 watering and lying (to level or slope) of I.S. Class NP-3 of following internal diameter with all lead and lift. (i) 900mm Dia.
262.5
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Providing and fixing "FLOOD WARNING POST" on causeway/dip having ractangular size (1.20 mtr. X 0.90 mtr.) 20.00 gauge thick M.S. plate & 2.90 mtr. Deep double angle 60X60X6 mm size including fitting the M.S. plate in double angle 30X30X6 mm size painting & lettering with ordinary paint colour as per instruction of engineer incharge(fixing in CC 1:2)
2
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Dismantling the existing structure including removing and stacking the dismantled materials as and where directed. Brick/Rubble masonary.
2369
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Dismantling the existing structure including removing and stacking the dismantled materials as and where directed. RCC Work.
129
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Providing and maintaining a road diversion for traffic during the work in progress till completion of work including providing red lamps and necessary sign boards etc. complete (For CD work, HP Drains.)
11
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Providing and maintaining a road diversion for traffic during the construction period of the bridge /CD works by levelling existing ground and supplying and spreading quarry spall in layers etc. complete
230
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Providing and fixing Hectometer as per IRC type design incl. painting, lettering etc. fixing in C.C. 1:5:10
61
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Providing and fixing Guard stone as per I.R.C. type design including white washing etc. complete. Fixing in CC 1:5:10
1572
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Providing and fixing ordinary Kilometer stone of approved hard stone as per I.R.C. type design in C..C. 1:4:8 including painting lettering etc. complete.(For N.H.,S.H. and MDR)
18
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Tree guard sign :‐Providing & fixing sign board made out of 2mm aluminium sheet, size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications (As per attached drawing)(A) Engineer Grade..............................
205
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Supplying and fixing Junction Boards of M.S. plates and angles as per I.R.C. design of size 150cm x 120 cm incl;. Fixing in C.C. 1:4:8 with necessary excavation painting, figuring, lettering on boards etc. complete as directed.
12
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Providing and fixing Village name Boards as per standard I.R.C. type design of M.S plate and angle irom incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block with necessary excavation etc. complete
25
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Providing and fixing Road sign of M.S. plate and angle iron incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block with necessary excavation etc. complete as per IRC type design (i) Reflective Type.
104
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Distance Informatory/ Destubatuib sign :Providing and fixing sing boards made out of 2mm aluminium sheet; size 180 x 120c ms. rectangle as as per the design of IRC‐67‐ 1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC‐30‐1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer rade..............................
12
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Railway crossing sign:Providing & Fixing sign boards made out of 2mm aluminium sheet, size 90x90x90cms. triangle plus 90 x 30cms additional plate as per the attached drawing (IRC) pre treated with phospheting process & acid etching. coated with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro sheeting as per latest M.O.S.T. Specifications 3.1. long stand post and frame fabricated from iron angle of 35 x 35 x 3mm , 75 x 75 x 6mm as required painted with best quality epoxy coatings in black and white bends. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms for each leg. including excavation curing etc. complete the supervision of engineer in charge.(A) Engineer Grade..............................
4
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Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (Engineer grade)
1977.78
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Citizen's information Board. Providing and fixing of typical MMGSY information board as per instruction Two M.S. Plates of 1.6mm thick. Of 900mm x 750mm size fixed at top & bottom duly selded with MS angles of 25 x 25 x 5mm thick M.S. Plate shall be welded by two vertical M.S. flats & four horizontal M.S. flates 5mm thick to 75mm x 75mm pf 12 SGW square tubes posts duly embended in cement concrete m-15 grade blocks of 600mm x 600mm x 750 mm below ground level. Painting New letters & figures of any shade with ready mixed synthetic rnsmslr paint of superior quality in required shade and comour, all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 annexure 1700.1 (10.16)
4
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Providing and laying of Hot Applied Thermoplasting compound 2.5 mm thick including Reflectorising Glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 and finished surface to be level, uniforma and free from streaks and holes.
11273.67
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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 810)
700
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Informatory Sign : Providing and fixing sign boards made out of 2mm Aluminium sheet size 90x60 cms. Rectangle as per the design of IRC-67-1977 pre treated with phospheting process and acid etching coated with one coat of apoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest MOST specification 3.1 Mt. long stand post and frame fabricated from suitable size iron angle of 35x35x3mm, 75x75x6mm. required painted with best quality epoxy coating in black and white bends, the details of symbole for each board shall be as per the instruction of the Engineer in charge. The fixing at site shall be in C.C 1:2:4 block of size 45x45x60cms. for each leg including excavation curring etc. complete under the supervision of engineer in charge (A) Engineer Grade.
2
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Notes:-
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Amount Rs. 43458.00 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.
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Total Quoted:
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Total Rebate If Any(In Percentage):
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