Ministry Of Road Transport And Highways Tender
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The MORTH has issued a formal invitation for competitive bids for the Ministry Of Road Transport And Highways project, for Reconstruction Of Nagaruntari- Dhurki-ambakhoriya Road. in Garhwa, Jharkhand, with an estimated contract value of Rs. 1,05,71,13,019. The bid opening date for this tender is 13-06-2019 and the last date for bid submission is 12-07-2019. Interested bidders for Ministry Of Road Transport And Highways tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,05,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Reconstruction Of Nagaruntari- Dhurki-ambakhoriya Road.
Description
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Contact
Tender Id
2019_MoRTH_477237_1Tender No
RCD/Garhwa/ 509/19-20Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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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 materials.InOrdinary rock (not requiring blasting).By Mechanical Means. as per MOSRT & H specification and direction of E/I. (RCD. S/R 12.1(IIB)(i))Depth upto 3 m (a)Bridges =1214.13 Cum
1214.13
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Providing laying and casting insitu PCC M-10 (1:3:6) in Foundation (Plain cement concrete 1:3:6 nominal mix below flooring and approach slab with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MOSRT & H specification clause 1700 and direction of E/I. (With necessary form work)
((RCD.S/R. S/R 12.4) (a)Bridges =83.30 Cum (b)Diversion of bridges =201.75 Cum Total =285.05 Cum
285.05
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry ((RCD.S/R S/R 13.4(A)) (a)Stone Masonary Culverts. =596.73 Cum (c)H.P.Culverts =174.16 Cum (d)Retaining walls =11523.00 Cum Total = 12293.89 Cum
12293.89
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25. Using Concrete Mixer. Height upto 5m.(RCD.S/R 14.1 B.Case I(p) ) a)Stone Masonary Culverts. =145.59 Cum (b)Drain - =96.63 Cum Total =242.22 Cum
242.22
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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. with Bulk VG-30 Bitumen (Ex Haldia). (ii) for Grading-II(10 mm nominal size) ( RCD.. S/R No.5.8 B (ii)
5253.95
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15. Height upto 5m. (RCD.S/R 13.5(A)(p))
(a)Diversion of Bridges.- =12.80 Cum
12.8
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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 as per MORT & H. Clause No.503(5th revision) and direction of E/I.
( RCD.S/R No.5.2)
346914.36
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M25. (RCD. S/R 13.5F(p)Case i ( a)Box cell Culverts. =769.46 Cum
769.46
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 as approved, curing compound, finishing to lines and grades as per drawing.( RCD. S/R No.6.2)
313.25
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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 / Smooth 3 wheeled Steel Roller 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.) Grading- III (Using Screening Crushable type Type-B(11.2mm Agg.with vibratory Roller) (RCD. S/R No. 4.9,A (iii),b ) (a)Diversion of Bridges = 543.75 cum.
543.75
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Filler joint Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. ( RCD. S/R No.14.18(iv) (aStone Masonary Culverts. =216.0 M
216
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Confirmatory Borimg through Core drilling BX (41mm to59mm to 59mm) size by rotary core drilling machine upto 20 metre depth in all kinds of hard rock including finishing maintenance of core (minimum 80% of core recovery in hard rock is essential ) and sludge for foundation exploration only, complete as per specification and direction of E/I. ( JSOR 8.2.3.1) (a)Bridges = 210.0 M
210
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. (RCD. S/R 14.16) (a)Bridges =874.52 Sqm
874.52
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.Vide(RCD.SOR 12.40) Full Gantry-(1.0Nos) =0.20 MT Half Gantry -(5.0Nos) =0.75 MT (f)Bridges at CH.2.975,9.72,13.525, 18.90,&19.13 km) =97.84 Total =98.79
98.79
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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
( RCD.. S/R No. 2.4 (iii)Dismantling Stone Masonary
(B) Rubble Stone Masonary in cement mortar (a)Road Work- =4142.60 Cum (b)Dismantalling of existing Bridges- =2104.63 Cum Total =6247.23 Cum
6247.23
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Construction of granular sub-base by providing coarse graded material @ 1.28 m3 / m3, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 , for grading- I Material, (5th revision) & as per direction of E/I ( RCD. S/R No.4.2(i)) a)Road Work- =53018.75 Cum (b)Diversion of Bridges- =1743.00 Cum Total =54761.75 Cum
54761.75
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Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)with VG-30 Bulk bitumen.for GradingII(19 mm nominal size)( RCD.. S/R No.5.3B(ii)
8756.58
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications.
(RCD. S/R 13.1) (a)Stone Masonary Culverts =9.33 Cum
9.33
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Back filling with Granular material behind abutment, wing wall and return wall complete as per drawing and Technical specification. (RCD. S/R 13.9(A) (a)Bridges =3809.07 Cum
3809.07
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Providing laying and finishing cement concrete grade M-30 for deck slab kerb girder bed block footpath complete as per MOSRT & H specification clause 1700 and direction of E/I. (RCC Grade M30, Using Concrete Mixer, Height upto 5m to 10m)
(RCD. S/R 14.1(C)Case I (i),q)) (a)Bridges =1112.92 Cum
1112.92
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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 materials.In ordinary soil. as per MOSRT & H specification and direction of E/I. ((RCD.S/R. S/R 12.1(B)(i)) (a)Stone Masonary Culverts. =2670.18 Cum (b)Box Cell Culverts =3393.75 Cum (c)H.P.Culverts =849.29 Cum (d)Retaining walls =20741.40 Cum (e)Drains =2100.15 Cum (f)Bridges at CH.2.975,9.72,13.525, 18.90,&19.13 km) =5368.24 Cum (g)Diversion of Bridges =459.00 Cum Total = 35582.01 Cum
35582.01
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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 as per MORT & H.Sp.Cl. 406(5th revision) and direction of E/I. ( RCD.. S/R No.4.12)
40849.85
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Providing laying and compacting Filter media behind abutment and wingwall/Retaining wall etc with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification as per MOSRT & H specification and direction of E/I.
(RCD S/R 13.10) a)Stone Masonary Culverts. =254.42 Cum (b)Box Cell Culverts =991.90 Cum (d)Retaining walls =7838.92 Cum (f)Bridges =581.37 Cum Total = 9666.61 Cum
9666.61
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (RCD. S/R 8.22(i)M-20grade concrete ( a)Box cell Culverts. =43.68 M (b)Bridges =344.96 M Total =388.64 M
388.64
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) (RCD.S/R 12.25) (a)Bridges =492.0 M
492
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)(RCD.. S/R No. 2.1)
(b) Girth from 900 mm to 1800 mm (a)Diversion of Bridges- =2.0 Nos
2
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Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) (A)Truss and Vertical Support.Vide(RCD.SOR 8.7A) Full Gantry-( 1.0 Nos) =3.5 MT Half Gantry -(5.0 Nos) =11.25MT
14.75
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia. RCD S/R 9.2(A) (a)HP Culverts =495.0 M (b)Diversion of bridges =352.50 M Total =847.50 M
847.5
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Stone/Boulder. (RCD. S/R 15.4 A) (a)Stone Masonary Culverts. =70.0 Cum (c)H.P.Culverts =504.41 Cum (f)Bridges at CH.2.975,9.72,13.525, 18.90,&19.13 km) =840.0 Cum Total = 1414.41 Cum
1414.41
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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
( RCD.. S/R No. 2.4 (II)By Mechanicl Means.
(A) P.C.C.work grade M-15 & above (a)Dismantling of culverts in Road Work- =431.25 Cum (b)Dismantalling of existing Bridges- =96.75 Cum Total =528.00 Cum
528
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Numbering and writing the culvert no.etc,all complete job. L.S.@1000/Each. (a)Stone Masonary Culverts. = 9.0 Nos (c)H.P. Culverts. =12.0 Nos Total =21.0 Nos
21
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (RCD. S/R 14.4) a)Stone Masonary Culverts. =20.70 Cum (b)Bridges =163.29 Cum Total =183.99 Cum
183.99
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Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing), ( RCD.. S/R No.8.5 )
21.6
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Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC Grade M30 ) Height upto 5m. Using concrete Mixer. (N.H. S/R 13.5 G(p),Case I ) (a)Bridges =1713.18 Cum
1713.18
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCD. S/R 14.11) (a)Box cell Culverts.. =100.80 Cum (b)Bridges = 157.50 Cum Total =258.30Cum
258.3
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Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Vide MoRTH specification and direction of E/I.
(RCD. S/R No.8.14)
(ii)Ordinary Kilometer stone (precast)
19
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Add 1% Labour Cess on Total Amount of Civil Work (Sl. No. 1 to 87)+12%GST
1
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.RCC Grade M30.Using concrete mixer. (RCD. S/R 12.38C(i) (a)Bridges =755.244Cum
755.24
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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 as per MoRTH specification clause No. 800 (80 mm x 60 mm rectangular) ( RCD.. S/R No.8.4 )
(vii) 90 cm high octagon
20
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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 stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. (RCD. S/R No.8.15)
500
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Providing and laying of PCC M15 levelling course 100mm thick below pile cap complete as per drawing and Technical Specification.(N.H. S/R 12.39) (a)Bridges =67.716 Cum
67.72
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M30.Using Concrete Mixer. (N.H. S/R 12.8 G,Case I) (a)Bridges =817.96 Cum
817.96
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Providing Tar-Phelt Cushion under the deck slab.All complete job as per direction of E/I. L.S.@5000/Each. (a)Stone Masonary Culverts. =9.0 Nos
9
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20. Height upto 5m. (RCD S/R 13.5(B)(p)) (a)Stone Masonary Culverts. =12.96 Cum (b)Box cell culvert =2723.16 Cum (c)H.P.Culverts =6.34 Cum (d)Retaining walls =225.45 Cum (e)Drains =96.93 Cum Total = 3064.84 Cum
3064.84
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Add 12% GST on Total Amount of Civil Work (Sl. No. 1 to 87)
1
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Removing all type of Hume Pipes and Stacking withing a lead of 1000 metres encluding Earthwork and Dismantling of Masonry Works.
( RCD.. S/R No. 2.4 (ix)B (a)Dismantling of culverts in Road Work- =22.50 M (b)Dismantling of existing Bridges- =65.00 M Total =87.50 M
87.5
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)Including Royality @ Rs. 30.00 per cum but excluding the cost of watering, rolling &
compaction.
( RCD.. S/R No. 3.6(i) Ordinary soil, (a)Road Work- =72832.23 Cum (b)Diversion of Bridges- =568.75 Cum Total =73400.98 Cum
73400.98
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (N.H. S/R 14.2) (a)Stone Masonary Culverts. =7.251 MT (c)Drain =7.75 MT (d)Bridges =204.77 MT Total =219.771 MT
219.77
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Fixing of Reflective Sheeting including all cost of materials and fitting charge complete works.Itom no.not scheduled Full Gantry-(1.0Nos) =71.40 sqm Half Gantry -(5.0Nos) =105.0 sqm
176.4
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (RCD S/R 14.10) (a)Box cell Culverts.. =53.28 Cum (b)Bridges =78.76 Cum Total =132.04 Cum
132.04
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Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing. (RCD. S/R 12.22) (a)Bridges =87.58 MT
87.58
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (RCD S/R 13.6) ( a)Box cell Culverts. =45.052 MT (b)Bridges =147.62 MT Total =192.672 MT
192.67
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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 as per MORT & H. Clause No. 502(5th revision) and direction of E/I.
( RCD.. S/R No.5.1) (a)Road Work- =181554.90 Sqm (b)Diversion of Bridges- =7250.00 Sqm Total =188804.90 Sqm
188804.9
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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 as per MoRTH specification clause No. 800 (80 mm x 60 mm rectangular) ( RCD.. S/R No.8.4 )
(iv) 80cm x 60cm rectangle
15
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Maintaining the diversion during construction period as and when required all complete job as per specification and direction of E/I. L.S.@ Rs.50000.00 each .(a)Diversion of Bridges = 5.0 Nos.
5
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Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.)( RCD. S/R No.14.17) ( a)Box cell Culverts. =96.0 M
96
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2, Rolling with vibratory roller ( RCD.. S/R No. 3.17(i) (a)Road Work- =80397.76 Cum (b)Diversion of Bridges- =1027.75 Cum Total =81425.51 Cum
81425.51
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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 as per MoRTH specification clause No. 800 (80 mm x 60 mm rectangular) ( RCD.. S/R No.8.4 )
(i) 90 cm equilateral triangle
15
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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) ( N.H. S/R No.8.23A)
6092
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)( RCD. S/R No. 2.1)
(b) Girth from 600 mm to 900 mm (a)Diversion of Bridges- =12.0 Nos
12
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Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3.(RCD. S/R 15.8A) ( a)Box cell Culverts. =320.30 Cum
320.3
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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 / Smooth 3 wheeled Steel Roller 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.) Grading- II (Using Screening Crushable type Type-B(11.2mm Agg.with vibratory Roller) (RCD. S/R No. 4.9,A (ii),c ) (a)Diversion of Bridges = 1087.50 cum.
1087.5
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic 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 .The finished surface to be level, uniform and free from streaks and holes as per MoRTH specification and direction of E/I. ( RCD. S/R No.8.13)
6135.1
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Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.(RCDS/R 15.11) ( a)Box cell Culverts. =450.10Cum
450.1
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
( RCD. S/R No. 2.3(ii)A) (a)Road Work- =14.964 Hectare (b)Diversion of Bridges- =2.11 Hectare. Total =17.074 hectare
17.07
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Drainage Spouts complete as per drawing and Technical specification. (RCD. S/R 14.9) ( a)Box cell Culverts. =8.0 Nos (b)Bridges =50.0 Nos Total =58.0 Nos
58
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) (RCD. S/R 14.22) (a)Bridges =208.0 M
208
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications(PCC Grade M15)
((RCD.S/R. S/R 12.8 A) (a)Stone Masonary Culverts. =421.34 Cum (b)Box Cell Culverts =224.29 Cum (c)H.P.Culverts =345.77 Cum (d)Retaining walls =4148.28 Cum (e)Drains =420.03 Cum Total = 5559.71 Cum
5559.71
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.(Random Rubble Masonry)
((RCD.S/R. S/R 12.7B) (a)Stone Masonary Culverts. =1168.01 Cum (c)H.P.Culverts =166.91 Cum (d)Retaining walls =12765.48 Cum (e)Drains =904.68 Cum (g)Diversion of Bridges =477.05 Cum Total = 15482.13 Cum
15482.13
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)( N.H. S/R No. 2.1)
(a) Girth from 300 mm to 600 mm
(a)Diversion of Bridges- =34.0 Nos
34
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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. (RCD S/R No.14.18(iii) (a)Stone Masonary Culverts. =216.0 M
216
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (N.H. S/R 15.5) (a) HP culverts =195.0.0 Cum (b)Bridges =420.0 Cum Total =615.0 Cum
615
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(RCD.. S/R 14.6) (a)Bridges =344.96 M
344.96
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Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) English and Roman (RCD.. S/R No.8.3 (ii)
10000
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
(RCD. S/R No.8.8) ( a)Stone Masonary Culverts =224.91 Sqm (b)Box cell Culverts =85.40 Sqm Total =310.31 Sqm
310.31
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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
( RCD.. S/R No. 2.4 (II)By Mechanicl Means.
(B) R.C.C.work grade M-20 & above (a)Dismantling of culverts in Road Work- =181.13 Cum (b)Dismantling of existing Bridges- =51.94 Cum Total =233.07 Cum
233.07
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications.
(RCD S/R 13.3) (a)Stone Masonary Culverts =224.91 Sqm (c)H.P.Culverts =571.11 Sqm Total =796.02 Sqm
796.02
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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 as per MoRTH specification clause No. 800 (80 mm x 60 mm rectangular) ( RCD.. S/R No.8.4 )
(vi) 60cm x 60cm square
15
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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 materials.In Hard rock (blasting prohibited).By Mechanical Means. as per MOSRT & H specification and direction of E/I. (RCD. S/R 12.1(IVA) (a)Bridges =78.14 Cum
78.14
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Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Vide MoRTH specification and direction of E/I.
( N.H. S/R No.8.14)
(i) 5th Kilometre stone (precast)
6
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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 as per MoRTH specification clause No. 800 (80 mm x 60 mm rectangular) ( RCD.. S/R No.8.4 )
(v) 60cm x 45cm rectangle
500
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.Bituminous courses, By Mechanical Means. RCD. S/R No. 2.5 (II)A
4174.42
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)Rolling with vibratory roller (RCD.. S/R No. 3.16(i) (a)Road Work- =475026.80 Cum (b)Diversion of Bridges- =18924.02 Cum Total =493950.82 Cum
493950.82
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (RCD. S/R 13.14) (a)Bridges =1420800.00 Cubic centimetre
1420800
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
(RCD S/R 13.8) ( a)Box cell Culverts. =750.0 Nos (b)Bridges =1138.0 Nos Total =1888.0Nos
1888
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Reinforced cement concrete in open foundation complete as per drawing and technical specifications.(c) RCC Grade M20.Vide(NHSOR 12.8C,case I) Full Gantry -(1.0Nos) =5.0 Cum Half Gantry-(5.0 Nos) =15.0 Cum
20
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