UT Administration Of Dadra And Nagar Haveli Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Dadra And Nagar Haveli Tender
UT Administration Of Dadra And Nagar Haveli Tender
Eprocure
Opening Date22 Sep 2020
Closing Date7 Oct 2020
Tender Amount₹ 3,75,82,584
Costs
EMD
₹ 8,50,000Document Cost
₹ 3,000Tender Fee
Refer Documents
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
2020_UTDNH_4890_1Bid Award Id
ViewTender No
E-Tender Notice No 07 of 2020-21Tender Authority
UT Administration Of Dadra And Nagar Haveli ViewPurchaser Address
-Website
http://https://daman.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
163
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-
Removal of cement concrete pipe under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.
84
-
-
Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed. (A) Depth upto 3.0 M. and lead upto 100m for 10 Cum
1746
-
-
Providing and filling in foundation with ordinary Cement concrete M-15 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.
200
-
-
Providing and casting in situ controlled cement concrete M-30 for R.C.C. Box as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.
468
-
-
Providing and casting in situ controlled cement concrete M-30 for R.C.C. Retaining Wall as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.
512
-
-
Providing and casting in -situ controlled cement concrete of M-40 grade for RCC crash Barrier of the required size including formwork, shuttering, placing in position, consolidation with mechanical vibrators curing finishing, deshuttering carefully, marking good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing & Technical Specification.
13
-
-
Providing and casting in situ controlled cement concrete concrete M-30 for approach slab including formwork curing and finishing complete.
90
-
-
Providing and casting in-situ controlled cement concrete of M30 grade for average 75mm thick wearing coat laid as directed with 20 mm down coarse aggregate of the required size including formwork, placing in position , tempting , vinrating, curing, finishing and filling in joints with bitumen etc.
71
-
-
Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following.
83.4
-
-
Providing and laying Fitter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications
364
-
-
Providing & laying weep hole in Aburtments, and returns by using PVC pipe of 100mm including laying in proper grede and jointing the completed as per detailed specification.
364
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-
Providing G.I. 100mm diameter water spouts including necessary iron gratings as per drawings.
8
-
-
Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x 60cm x 4cm.
6
-
-
Providing and filling granular material behind abutments and between returns in layers as directed
968
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-
Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and packing and filing in the interestices with quarry-spalls.
94
-
-
Flexible Apron Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
119
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-
Type A W Metal Beam Crash Barrier ( Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail , 70 cm above road ground level fixed on ISMC series channel vertical post 150 x 75 x x 5mm spaced 2m centre ti centre, 1.8m high, 1.1m below gorund /rpad level all steel parts & fitments to be galvanized by hot dip process, all fittings to confirm to IS 1367 and IS 1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x 75x 5mm 330 mm long complete as per clause 810)
113
-
-
Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead
3417.9
-
-
Construction of Granular Sub Base (GSB) by providing coarse graded material of grading-I, 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 MORTH specification.
640
-
-
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tripper 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.
691
-
-
Providing and applying PRIMER COAT with bitumen emulsion using emulsion pressure distributor at the rate of 0.90 kg/sqm on prepared surface of granular base including clearing of road surface using mechanical brooms.
2760
-
-
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.
719
-
-
Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq,m. using hot straight run bitumen including heating the bitumen with mechanically operated spray unit fitted on bitumen bolier, including preparing surface by brushing with wire bruhses for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc. complete.
2995
-
-
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 per cent 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.
335
-
-
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 & finished surface to be level, uniform and free from streaks and holes.
84
-
-
Providing & fixing Cats Eye / Pavement Marker (M.M.C. vial less) made out of acrylic-styrene-acrylonitrile or hi-impact polystyrene fitted with molded of methacrylate (MMC) reflector cube corner reflector design, filled with tightly adhering potting compound as per ASTMD 788 size 8 cmX8 cmX1.5 cm provided with bituminous adhesive in sufficient quantity with each unit for fixing no nail should be allowed for fixing Reflectors on both sides minimum reflective area 12.9 Sq.cm on each face. Compressive strength 13 tonnes at 230 C temperature (B) Double Side lenses.
92
-
-
Providing diversion of road about 5.5 to 7.5m wide, the site of works including providing coffer dam and bubd or island as may be neccesary for foundation and maintaining the same may be necessary up to completion of the work including providing earth wor
300
-
-
(Kilvani - Morkhal road (Ch.12/2 to 12/4 Km) Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle
0.14
-
-
Marking out the center line of the Bridge and various other component structures and complete lining out and leveling with theodolite , levels,including constructing necessary masonory pillars for lines and levels and establishing nesessary bench
1
-
-
Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
577.5
-
-
Dismantling the existing structure including removing and stacking the dismantled material for all lead as directed. STONE MASNORY WORK
28
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-
Dismantling the existing structure including removing and stacking the dismantled material for all lead as directed. RCC WORK
10.1
-
-
Providing and laying filter media 600mm thick as directed at the back of abutments, returns and wing walls as per detailed specifications.
300
-
-
Finishing substructure. superstructure with weather prrof exterior emulsion paint on all surface ( two coats ) to give an required shape even shade after throughly brushing the surface to remove all dirts and remains of loose pawder materials etc complete.
410.5
-
-
Excavation for foundations in sand, gravel, clay, soft soils, murrum etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated material etc complete as per specification. Up to 1.5m depth
510.3
-
-
Excavation for foundations in large boulders and soft rock by wedging including dewatering, shoring, strutting, depositing the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification.
126.8
-
-
Providing and filling PCC in foundation with ordinary cement concrete M15 grade and providing necessary pin headers including formwork, vibrating, ramming, compaction, leveling, curing, etc. complete.
97.8
-
-
Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for retaining walls foundations , Toe walls with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.
283.7
-
-
Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in Box Culvert and retaining wall with 20/40mm down coarse aggregate of the required size for heights mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.
515.6
-
-
Providing and casting in-situ controlled cement concrete of M30 grade for RCC work of Approach Slab with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.
28.9
-
-
Providing and casting in-situ controlled cement concrete of M30 grade for average 75 mm thick wearing coat laid as directed with 20mm down coarse aggregate of the required size including formwork, placing in position, temping vibrating, curing, finishing and filling in joints with bitumen etc. complete.
12.2
-
-
Providing and casting in -situ controlled cement concrete of M 40 grade for RCC crash Barrier with 20 mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidation with mechanical vibrators curing finishing, deshuttering carefully, marking good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and formwork as directed by Engineer - in -charge, etc. complete as per specification.
18.3
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-
Providing and placing in position reinforcement (HYSD Fe 500D grade) conforming to IS 1786 of all categories for retaining wall, Box Culvert and Toe wall including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.
66.1
-
-
Providing and placing in position reinforcement (HYSD Fe 500D grade) conforming to IS 1786 of all categories for super structure,approach slab,wearing coat and crash barrier including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.
8.2
-
-
Providing Weep holes in RCC abutment and retaining wall with 100 mm dia AC pipe and non-corrodible grating and geotextile, extending through the full width of the structure with slope of 1V:20H etc. complete as per drawing and technical specification.
300
-
-
Providing, fabricating and fixing in position PVC Drainage Spout arrangements having 100 mm dia. with necessary bend, fixing to chamber, iron grating, providing and applying one coat of primer & two coat of anticorrosive paint, etc. complete as per drawing and as per specifications.
4
-
-
Earth work in embankment including breaking clods,dressing with rolling and consolidation of subgrade in layers at OMC to required dry density incl. filing the depression which occur during the process of power roller of 8 to10 T brought from outside etc.complete as directed by engineer in charge.
2071
-
-
Providing and fixing marble slab including engraving letters / numbers, painting complete. Size 75cm x 60cm x 40cm.
2
-
-
Earth work for embankment for SUBGRADE with CBR 7 % including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification.
146
-
-
Providing & laying dry Stone pitiching of 450mm/600mm thick (each stone weighing not less than 40kg) including hand packing and filling in the interstices with quarry-spalls as directed by the engineer incharge for all lead & lift.
56
-
-
Providing, laying, spreading and compacting 320 mm thk. graded stone aggregate material in sub base course including mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed.
93.5
-
-
Providing and Laying 250 mm thick [in two equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.
123.4
-
-
Providing, Applying, Evenly Priming Tack Coat on WMM surface with VG 10 @ 9 Kg/10 M2 including cost asphalt, heating and the cost of spraying uniformly complete as directed..
292
-
-
Providing & laying compacted 85mm thick dense graded bituminous macadam (DBM) Grade-5 in Single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.
162.4
-
-
Providing and laying 40 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-40 grade asphalt at 5.40 % (i.e. 54 kg/MT) by total weight of mix hot laid process using drum mix plant including heating and mixing asphalt & materials by drum mix process transporting the mix and laying by paver finisher including consolidation with vibratory roller & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.
78.1
-
-
Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq.m. using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechanically operated spray unit fitted on bitumen boiler, including preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc. complete.
796
-
-
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 & finished surface to be level, uniform and free from streaks and holes.
48
-
-
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. (High Intensity grade)
96
-
-
Providing & laying dry Stone pitiching ( each stone weight not less than 40kg)on slope including hand packing, filling joints as directed by the engineer incharge for all lead & lift.
421
-
-
Providing & filling in Toe wall for rubble pitching with ordinary cement concrete M15 grade and providing necessary pin headers including formwork vibrating, ramming, compaction levelling curing etc. complete.
355.3
-
-
Providing Diversion of road near about 5.5 to 7.5m widethe site of works including providing coffer dam and bund or island as may be necessary for foundation and maintaining the same may be necessary up to completion of the work including providing earth work cutting and filling collection & carting of quarry spoils dust with spreading & rolling etc. complete including providing and laying of R.C.C. drainage pipe of suitable diameter as required and as directed by the Engineer in charge.
160
-
-
Providing Vertical Joints - Pre-moulded asphalt filler joints as per drawings.(A) 12mm
35
-
-
Silly main road (Ch. 8/6 to 8/8 and Ch. 8/8 to 9/0) Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle
0.52
-
-
Marking out the center line of the Bridge and various other component structures and complete lining out and leveling with theodolite, levels,including constructing necessary masonory pillars for lines and levels and establishing nesessary bench marks etc. complete as directed.
2
-
-
Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (A) R.C.C. work
84
-
-
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
163
-
-
Removal of cement concrete pipe under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.
48
-
-
Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed. (A) Depth upto 3.0 M. and lead upto 100m for 10 Cum
1491
-
-
Providing and filling in foundation with ordinary Cement concrete M-15 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.
147
-
-
Providing and casting in situ controlled cement concrete M-30 for R.C.C. Box as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.
271
-
-
Providing and casting in situ controlled cement concrete M-30 for R.C.C. Retaining Wall as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.
507
-
-
Providing and casting in -situ controlled cement concrete of M-40 grade for RCC crash Barrier of the required size including formwork, shuttering, placing in position, consolidation with mechanical vibrators curing finishing, deshuttering carefully, marking good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing & Technical Specification.
9
-
-
Providing and casting in situ controlled cement concrete concrete M-30 for approach slab including formwork curing and finishing complete.
52
-
-
Providing and casting in-situ controlled cement concrete of M30 grade for average 75mm thick wearing coat laid as directed with 20 mm down coarse aggregate of the required size including formwork, placing in position , tempting , vinrating, curing, finishing and filling in joints with bitumen etc.
42
-
-
Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following.
63.8
-
-
Providing and laying Fitter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications
376
-
-
Providing & laying weep hole in Aburtments, and returns by using PVC pipe of 100mm including laying in proper grede and jointing the completed as per detailed specification.
376
-
-
Providing G.I. 100mm diameter water spouts including necessary iron gratings as per drawings.
6
-
-
Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x 60cm x 4cm.
4
-
-
Providing and filling granular material behind abutments and between returns in layers as directed
573
-
-
Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and packing and filing in the interestices with quarry-spalls.
55
-
-
Flexible Apron Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
91
-
-
Type A W Metal Beam Crash Barrier ( Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail , 70 cm above road ground level fixed on ISMC series channel vertical post 150 x 75 x x 5mm spaced 2m centre ti centre, 1.8m high, 1.1m below gorund /rpad level all steel parts & fitments to be galvanized by hot dip process, all fittings to confirm to IS 1367 and IS 1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x 75x 5mm 330 mm long complete as per clause 810)
108
-
-
Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead
1863
-
-
Construction of Granular Sub Base (GSB) by providing coarse graded material of grading-I, 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 MORTH specification.
335
-
-
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tripper 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.
418
-
-
Providing and applying PRIMER COAT with bitumen emulsion using emulsion pressure distributor at the rate of 0.90 kg/sqm on prepared surface of granular base including clearing of road surface using mechanical brooms.
1668
-
-
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.
432
-
-
Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq,m. using hot straight run bitumen including heating the bitumen with mechanically operated spray unit fitted on bitumen bolier, including preparing surface by brushing with wire bruhses for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc. complete.
1815
-
-
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 per cent 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.
219
-
-
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 & finished surface to be level, uniform and free from streaks and holes.
64
-
-
Providing & fixing Cats Eye / Pavement Marker (M.M.C. vial less) made out of acrylic-styrene-acrylonitrile or hi-impact polystyrene fitted with molded of methacrylate (MMC) reflector cube corner reflector design, filled with tightly adhering potting compound as per ASTMD 788 size 8 cmX8 cmX1.5 cm provided with bituminous adhesive in sufficient quantity with each unit for fixing no nail should be allowed for fixing Reflectors on both sides minimum reflective area 12.9 Sq.cm on each face. Compressive strength 13 tonnes at 230 C temperature (B) Double Side lenses.
68
-
-
Providing diversion of road about 5.5 to 7.5m wide, the site of works including providing coffer dam and bubd or island as may be neccesary for foundation and maintaining the same may be necessary up to completion of the work including providing earth wor
200
-
-
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