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 Date24 Jun 2021
Closing Date5 Jul 2021
Tender Amount₹ 15,10,86,714
Costs
EMD
₹ 23,14,500Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UTDNH_5388_2Bid Award Id
ViewTender No
E-Tender Notice No. 10 of 2021-22Tender Authority
UT Administration Of Dadra And Nagar Haveli ViewPurchaser Address
-Website
http://https://daman.nic.in/
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Documents
BOQ Items
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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.) (iii) Girth from 900 mm to 1800 mm
23
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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.) (iv) Girth above 1800 mm
8
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Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
19303.3
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Excavation for roadway in Hard rock (blasting prohibited) with rock breakers including breaking roack, loading in trippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
28954.13
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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)
2879.08
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Construction of Subgrade and Earthen Shoulders (Construction
of subgrade and earthen shoulders with approved material obtained
from borrow pits with all lifts & leads, transporting to site, spreading,
grading to required slope and compacted to meet requirement of
table No. 300-2) Effective CBR ≥ 7
7522.7
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Granular Sub-Base of 200 mm thick with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, 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.
3236.53
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 250 mm thick in two layers 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 base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
2204.38
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Construction of Earthen Shoulders (Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
961.71
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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.)
8420
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Providing and laying dense graded bituminous macadam with 80 mm thick with 100-120 TPH batch type HMP 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0% by weight of total mix 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. 507 complete in all respects-For Grading I (75-100 mm thickness using 4.0% bitumen)
1616.64
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Providing and laying bituminous concrete with 40mm with 100-120 TPH batch type HMP 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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. 507 complete in all respects ( 30-40 mm thickness using 5.4% bitumen - For Grading-II ( 13 mm nominal size )
825.16
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. a) NP-4, 900mm dia at Utility Crossing
30
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. b) Plain Cement Concrete for Pipe (M-15)
4.5
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. c) Excavation for pipe
67.5
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. d) Excavation for Chamber
33.6
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. e) Plain Cement Concrete for Chamber (M-15)
1.37
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. f) RCC for Raft (M-25)
1.63
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. g) RCC for top slab (M-25)
1.63
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. h) RCC for Wall (M-25)
6.53
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Utility Duct Crossing NP-4 900 mm Dia Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. i) TMT 500D Bar
0.59
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Traffic Sign (i)150 cm X 90 cm Rectangular Place identification sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50x50x5mm & 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge. (B) High Intensity Grade.
3
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Traffic Sign (ii) FLAG TYPE AD Road direction sign board (Small) :-Providing & Fixing sign boards made out of 2mm aluminium sheet, size 60 x 60 cms square, as per the attached drawing pre treated with phospheting process & acid etching. coated with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. 3.1m long (2nos) stand post and frame fabricated from iron angle of 35 x 35 x 3 mm & 50 x 50 x 5 mm as required painted with best quality epoxy coating the fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms for each leg, including excavation curing etc. complete under the supervision of engineer in charge. (B) High Intensity Grade.
3
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Traffic Sign (iii) 90 cm Equilateral Triangle 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) - High intensity Grade.
4
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Traffic Sign (iv) 90 cm Octagon 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) - High intensity Grade
1
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Traffic Sign (V) Object Hazard Marker Providing and fixing sign boards made out of 2 mm alluminium sheet size 90 cm X 30 cm Rectangle as per the design/drawing attached (IRC). Pre treated with phospheting process and acid etching, coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications, 3.1 m long stand post and frame fabricated either from suitable size iron angle of 35 mm X 35 mm X 3 mm and 50 mm X 50 mm X 5 mm, painted with best quality epoxy coatings. The fixing at site shall be 1:2:4 C.C block size 45 cm X 45 cm X 60 cm. for each leg. including excavation, curing etc. complete under the supervision of engineer in charge. [B] High Intensity Grade.
2
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Traffic Sign (vi) 50 cm X 60 cm Chevrons 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)-Hi intensity Grade
10
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Road Marking 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.
368.55
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Precast Stone Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.) Ordinary Kilometer stone (Precast)
2
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Precast Stone Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.) Hectometer stone (Precast)
8
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Road Stud Supply & Fixxing cats eye (stimsonite) made out acrilo beautile sterrine injuction high compressed modling with reflector made of MMC (prismatic type size 12 cms x 6 cms x 2.5 cms provided with bituminous adhesive 100 g with each unit for fixing. (High Intensity Grade)
176
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W-Beam 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 galvanished by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long compete as per clauser 810)
381
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Unlined Drain Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
295.8
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Lined Drain Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
453.6
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Plain Cement Concrete in Open Foundation complete as per drawing and technical specifications (A) PCC Grade M15
320.74
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Cement Concrete Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 - Using Concrete Batching and Mixing Plant.
34
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Kerb Painting Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
8.5
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Turfing / Landscaping Turfing Lawns with Fine Grassing including Ploughing, Dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roofs at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm.
58
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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 material etc. and as per relevant clauses of section 300 & 2100 in
79.89
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Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . P.C.C. M-15 grade in leveling course
9.34
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Plain cement concrete in open foundation complete as per drawing and technical specification PCC Grade M20 with Batching plant, Transit Mixer and Concrete Pump - P.C.C. M-20 grade in Toe Wall
82.52
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Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 - with Batching Plant, Transist Mixer and Concerte Pump - PCC M-15 in leveling and Encasing for pipe culvert
37.27
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Providing and laying Reinforced cement concrete in sub-structure of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in M-25 in Encasing for pipe
15.38
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Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.
0.38
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Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Section 2500.
17.82
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Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500.
8.91
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Providing Rigid Apron ambeded in 300mm thick stone with M 15 Grade Concrete complete as per Drawings and Technical Specifications Clause.
14.15
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Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. b) RCC NP-4, 1200 mm Dia
35
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Providing and laying first class/ selected granular material in bedding for pipe culverts all complete as per drawing and Technical Specifications Section 2900.
14.41
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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 material etc. and as per relevant clauses of section 300 & 2100 in
3003
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Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504
720
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Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . P.C.C. M-15 grade in leveling course.
150.15
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Providing and laying Reinforced cement concrete in sub-structure of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in M30
2318
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Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.
278.16
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Reinforced cement concrete Parapet wall (M-30 Grade) complete as per drawing and Technical Specification Sections 1500, 1600, 1700, 2700 and 809 and Clause 2703
60
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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.
995
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Earth work in excavation in Hard Rock not requiring blasting of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc. and as per relevant clauses of section 300 & 2100 in
1995
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Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3m depth.
11730
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Construction of Box Culvert at Piparia (Opp. Fire station) Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3m depth.
990
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Providing & filling infoundation (Plain cement 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days).
49.5
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Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for foundations 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.
340.5
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Supplying, fitting and placing un-coated (TMT Fe 500D grade) bar reinforcement of all categories for foundation of pier, abutment & retaining wall complete as per drawing and technical specifications.
51.1
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.(A) Granular material and (B) Sandy material.
369
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Providing anti corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating ( to be taken as per the prevailling market rates.) with 12 % GST
51.1
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Construction of Box culvert near Daman Ganga Valley Resort. Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3m depth.
3300
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Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3.00m to 6.00m depth.
1650
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Providing & filling infoundation (Plain cement 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days).
165
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Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for foundations 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.
1980
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Supplying, fitting and placing un-coated (TMT Fe 500D grade) bar reinforcement of all categories for foundation of pier, abutment & retaining wall complete as per drawing and technical specifications.
297
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.(A) Granular material and (B) Sandy material.
2134
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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 10 T (E) From Borrow area within 3.00 Km lead.
3201
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Providing anti corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating ( to be taken as per the prevailling market rates.) with 12 % GST
297
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