Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 26,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening And Strenthening Survadar Devalia Charadava Road Km 0/0 To 17/700 In Morbi Dist (widening 3.75 Mt To 7 Mtr Road Furniture Construction Of Box Culvert Etc.
Description
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Contact
Tender Id
2019_MoRTH_490338_1Bid Award Id
ViewTender No
18 OF 2018/19 CRF/RJKT/GUJTender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
Box cutting the road surface to proper slop and camber for making a base of road work including removing the excavated stuff and depositing on the road side slope as directed with all lead and lift.
237196
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Lime Stabilisation for improving Sub Grade Laying and Spreading available soil in all lead and lift the sub grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3% Slaked lime having minimum content of 70% of CaO, grading with motot grader and Compacting with vibratory roller at OMC to the desired density to form a layer of improved sub grade etc. complete as per technical Specification.
(A) By Mechanical Means.
75294
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Providing and laying 200 mm thick Granular Sub base in required layer by providing Coarse graded material Grading-II using B.T.M.C. Metal, crushed stone aggregate 26.5mm to 4.75mm at 75% and below 2.36mm at 25% having CBR not less than 25% as per Table 402 of MORT&H gradation including leveling the materials at the site of work, mixing & spreading in to grade and camber, watering and consolidation at OMC with vibratory roller including the cost of materials, labours etc. complete
32480
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Providing and laying, spreading and compacting graded stone aggregate to 125 mm wet mix macadam specification as per MoRT&H including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with mechanical means in sub-base/base course on well prepared surface and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
21747
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Providing and Laying 37.5 mm thick (Compected) Bituminous Macadam in single layer on the existing B.T. surface /Metal Surface using stone chips as per gradation and using Bitumen VG-30 for tack coat 4.0 Kg./10 Sqmt. on B.T. surface and 34 Kg. i.e. 3.40% 1 M.T. of mix VG-30 Grade by using stone chips as per MOSRT&H specification inclduing heating asphalt and aggregates by continous batching Drum Mix Plant and spereading by sensor paver finisher including consolidation with vibrato roller and providing, operating plant machineries, equipment, tools, plants, oil fire wood, keresone and all labour charges etc. complete.
3057
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Providing and Laying 37.5 mm thick (Compected) Bituminous Macadam in single layer on the existing B.T. surface /Metal Surface using stone chips as per gradation and using Bitumen VG-30 for tack coat 2.5 Kg./10 Sqmt. on B.T. surface and 34 Kg. i.e. 3.40% 1 M.T. of mix VG-30 Grade by using stone chips as per MOSRT&H specification inclduing heating asphalt and aggregates by continous batching Drum Mix Plant and spereading by sensor paver finisher including consolidation with vibrato roller and providing, operating plant machineries, equipment, tools, plants, oil fire wood, keresone and all labour charges etc. complete.
6497
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Providing and Laying 75 mm thick (Compected) Bituminous Macadam in single layer on the existing B.T. surface /Metal Surface using stone chips as per gradation and using Bitumen VG-30 for tack coat 4.0 Kg./10 Sqmt. on B.T. surface and 34 Kg. i.e. 3.40% 1 M.T. of mix VG-30 Grade by using stone chips as per MOSRT&H specification inclduing heating asphalt and aggregates by continous batching Drum Mix Plant and spereading by sensor paver finisher including consolidation with vibrato roller and providing, operating plant machineries, equipment, tools, plants, oil fire wood, keresone and all labour charges etc. complete
7182
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Providing & laying 40 mm bituminous Concrete with 100 - 120 TPH batch type HMP using crushed bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work wite, laying with a hydrostatic paver finisher wiht sensor control to the required grade, level and alignment, rolling with smooth shelled, vibratory and tandem relies to achieve the desired compaction as per MORTH specification clause no 509 complete in all respects.
11895
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Providing and laying Compacted quarry Spall in side shoulder including carraige of material and spreading on prepared base including compacting as per MOST Specification etc. complete.
5295
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Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, including the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash
383.25
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Ready Mix concrete grade M300, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, surface hardner 5kg /Sqmt as approved, curing compound, finishing to lines and grades as per drawing
700
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Providing Thermo Mechanically treated bars T.M.T. bars as per I.S. standard FE-500 for R.C.C. work including binding, binding and placing in position etc. Complete
274.13
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Providing and applying priming coat using slow Setting Emulsion Asphalt at the Rate of 7.5kg/10 Sqmt on WMM Surface including cleaning etc. comp.
84477.5
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Rolling and Watering of Earthwork in layers with power Roller of More than 10mt including filling in depression
211356.1
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Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) class B Type 4 Retro Reflective sheeting.
14
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Village Name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol or inscription/letters / 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 blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) class B Type 4 Retro Reflective sheeting.
16
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Direction sign (Junction board):-Providing and fixing sign boards made out of 2mm aluminium sheet/ 4mm ACP(Aluminium composite Panel ) ; size 244 x 122cms. rectanglular as per the design of IRC-67-2012. pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with high intensityPrismatic Grade retro refiective sheeting of Type-4 as perASTM D-4956 and latest M.O.S.T. Specifications; 4.0mtr (2 Nos) Long stand post of iron Angel 75 X 75 x 6mm / 65NB circular MS pipe asd required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with best quality epoxy coatings in black and white bends. the details of symbol 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 waranty for 7 years for the retro reflective sheeting from original manufacturer & a certied copy of 3 years outdoor exposure test report from third party test lab for the product fooered shall be submitted by contractor. (B) class B Type 4 Retro Reflective sheeting.
12
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Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) class B Type 4 Retro Reflective sheeting.
4
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Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 150x90 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) class B Type 4 Retro Reflective sheeting.
4
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Road marking with Hot applied Thermoplast compound with reflectorising glass beads on bitumineous surface and laying of hot applied thermostatic compound 2.5mm thick including reflectorised glass beads @ 250 grams / sq.mt. area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free form streaks & holes.
2499
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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 size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (High Intensity grade)
4545
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Providing and fixing 5th kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete.
3
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Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete.
14
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Providing and fixing Hectometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:5:10 including painting and lettering etc. complete.
71
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Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(i) Fixing in Earth
814
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Providing and fixing guard stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design fixing inEarth including white washing etc. complete.
1220
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Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm. above road / ground level fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m. centre to centre, 1.8m. high, 1.1m. below ground / road level , all steel parts and fitments to be galvanized 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 5mm, 330mm long complete as per Clause-810
1260
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Route Marker Sign:- Providing and fixing boards made out of 1.5mm aluminium sheet/3 mm ACP(Aluminium composite panel) size 60 X 45 cms. rectangular plus 30x25 cm additional as per design of IRC-67-2012 per treated with phospheting process & acid etching: coated with one coat of epoxy primer and two coats of best quality paint:of Type-4 as per ASTM D-4956 and latest MOST Specifaction:3.6 mtr. long stand post of iron angle 75x75x6 mm/ 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35x35x3 mm: painted with best quality epoxy coating in black and white bends.the details of symbole or incription/numerals for each board shall be as per the instruction of engineer in charge The fixing at site shall be in 1:2:4 C.C. block of size 45X45X60 cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge .A warranty for 7 years for the retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor (B) Class-B Type-4 Retro Reflective Sheeting.
105
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Excavation for foundation up to all Depth including sorting out and stacking of useful materials and disposing of the excavated stuff with all lead and lift in Dense or Hard soil
4624
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Excavation for foundation up to all Depth including sorting out and stacking of useful materials and disposing of the excavated stuff with all lead and lift in Hard Murrum
3759.8
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Excavation for foundation up to all depth including sorting out and stacking of useful materials and disposing of the excavated stuff with all lead and lift in soft rock not requiring blasting
186.3
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Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including packing and filling in the interstices with quarry spalls as directed.
175
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Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, including the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash
3928
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Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, including the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash
2684
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-
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement concrete work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, including the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without
442
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Providing and laying filter media 600 mm thick as directed at the back of abutments, returns and wing walls as per detailed specifications.
2031
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Providing and laying weep hole in abutments and returns by using AC/PVC pipes of 100mm dia. incl. laying in proper grade and joining etc. complete as per detailed specifications.
3688
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Providing G.I./P.V.C. 100mm diameter water spouts including necessary iron gratings as per drawings.
152
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Providing Pre-molded asphalt filler joints as per drawings. (A) 12mm
385
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Numbering the C.D. work with approved paint including all materials for painting etc. complete.
26
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Dismantling the existing structure including removing and stacking the dismentall material as and where directed ( b) Rubble masonry.
270
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Dismentling R.C.C. pipes of any diameter with fittings including stacking the materials with all lead and lift.
42.5
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Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work
575.7
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Providing and laying 150 mm thick Granular Sub base laying in required layer by providing coarse graded material Grading-I using B.T.M.C. Metal 53mm to 26.5mm @ 35%, aggregate 26.5 to 4.75mm @ 45% and Stone Dust @ 20% (CBR More than 30%) as per Table 400-2 of MORT&H gradation including conveying the materials at the site of work, mixing & spreading in to grade and camber, watering and consolidating at OMC with vibratory roller including the cost of materials, labours etc. complete
2310
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Providing and Laying 150mm thick W.B.M. of Grading - II, in one layers, using B.T.M.C. metal of size 53mm to 22.4mm in layers including 13% stone screening 11.2mm size and 7% stone dust as filler, including spreading, watering and cosolidation by vibratory roller as per MoRTH specifications etc. complete as directed by Engineer-in-charge.
4620
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. class NP2 of following internal diameters.(iii) 600mm dia.
162.5
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Providing and filling in foundation with ordinary Cement concrete M-150 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete. (upto 10 ton)
315.45
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Providind and casting in situ ordinary cement conctere M -200 mix and providing necessary pin headers including shuttering ,scaffolding ,laying , vibrating , curing and finishing complete withuot V grooves from all Height
3530.88
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. layers not exceeding 20 cm depth consolidating each deposited layer by ramming and watering.
1557.9
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Total Quoted:
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Total Rebate If Any(In Percentage):
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Notes:-
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All work shall be carried out as per Public works Deptt. Hand Book and other I.S.specification and other Specification of the Division or as directed.
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All the columns in schedule should be filled in INK and total of entires in the last column should be struk by the contractor under his signature.
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Rates quoted include clearance of site (Prior commence of work and as its colser) in all respected and hold good for work under all conditions, site moisture weather etc.
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The contractor shall exhibit the details of work, tender amount and specifications as per Govt. Circular No. ED/6/32772/N Dtd. 26-04-1978 and as per G.R. No. TNC/9/24/C Dtd. 18-11-91 as directed by the Engineer-in-Charge of the work on board at site of work which contractor is not entitle for any extra payment.
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Testing of materials be as per statement attached with Specifications, the materials shall be tested. Bill for testing shall be paid by the Deptt., and 1% of the (one Percent) of amount put to tender after deducting the cost of materials as per Schedule-A shall be deducted from the Running Account Bills of the work (As per G.R. R & B Deptt. No. INC/1095/4/C Dtd. 20-12-91.
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The Contractor shall quote even "NIL" if no reduction is proposal.
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In item of DBM / SDBC/ B.C/ where there is change in Bituminous content for mixing as per actual mix design, the difference of asphalt consumption shall be deducted from tendered rate of original item at the rate of stare rate mentioned in the tender.
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Credit for the dismentalled material for Item No. 44 to 46 Rs. 6450658.00 shall be recovered from the 1st R.A. Bill. After recovery dismentalled materials shall be the property of Contractor.
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In RCC Items where there is change of grade mix or change as per actual mix design the difference of cement consumption shall be deducted from rate of original item as per rate of star rate mentioned in the tender.
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The Contractor is solely responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain any contractor representation to reimburse the financial burden due to applicable taxes i.e. GST etc.
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