Jodhpur Development Authority Tender
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Costs
EMD
₹ 4,09,280Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for road damar work of all road of sector D vivek vihar yojna Jodhpur
Description
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Contact
Tender Id
2018_JDAJO_105264_2Bid Award Id
ViewTender No
JoDA/Nit-03/2018-19/south/2 to 4Tender Authority
Jodhpur Development Authority ViewPurchaser Address
-Website
http://https://urban.rajasthan.gov.in/joda
GEM & Bid Advisory Services
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BOQ Items
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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 with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
40567.15
1628770
40.15
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Excavation for roadway in Phylite rock by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
46362.45
6676193
144
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. BY MECHANICAL MEANS
In area of thorny jungle
5.8
102950
17750
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Haulage of Earth, Sand, Moorum, Manure, Flyash by tipper excluding cost of loading, unloading and stacking.
Case-I : Surfaced Road
lead up to 4 Km
87813.84
1053766
12
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PART -" B" - WBM Work& Hard Shoulder
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
BY MECHANICAL MEANS Bituminous Courses
743.93
84063
113
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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired
For Grading II Material
10110.99
2406414
238
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 30 km lead
9461.75
9182628
970.5
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PART -" C" - B.T. Work
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
41412
1159536
28
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
41412
441037
10.65
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Providing and laying dense bituminous macadam on prepared surface with specified graded crushed aggregates for base/ binder coarse, (including cost of antistripping compound, to bring the stripping value of aggregate within permissible limits as per specification, if required ) including loading of material with F.E. loader, heating binder, aggregates and filler in hot mix plant, transporting the mixed material by tippers and laying with paver finisher to the required level and grade, rolling, by power roller to achieve the desired density but excl. primer / tack coat as per MoRTH specification Cl. 507 with 4.5% bitumen content variation to be paid/ deducted as per job mix formula
Bitumen S-65
2898.84
19596506
6760.12
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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clouse 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509 & 112) Binder variation to be paid/ deducted as per Job mix formula i) Bitumen@ 5 per cent of weight of mix
For Grading-II(13 mm nominal size) S-65 grade
1035.3
8531907
8241
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Cost of Binder to be added/subtracted when its varies from job mix formula in any of the above items as under: S-65 Grade
43.28
1839230
42500
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PART -" D " - Road Furnishing
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast)
4
4260
1065
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5th kilometer stone (precast)
1
1761
1761
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200 m stone (precast)
24
6864
286
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
500
118500
237
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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 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
900 mm equilateral triangle
5
17490
3498
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
15778
7889
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701
2
16180
8090
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Suppy of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, total height 135 cm, the lower portion is made in tapered circular section having upper dia 15 cm and lower dia 20. cm with attachment of one mandatory plate 7 mm thick M fixed with the help of 7 cm long, 30mm dia crome plated M.S. tube this part is fixed on the body with another attachment of a cap 30x7 cm. whole body is processed in black stoving enamel and mandatory plate in Azure blue, with one compulsory keep left arrow with 10mm border reflective strip and 3 numbers reflective yellow band each of 7.5 cm on body complete in all respect.
18
30888
1716
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Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box in 14x14x17cm with reducing size 14x14 to 8x8cm hold-fast at bottom. the body is painted in orange stoving enamel paint with white/high intensity grade retro reflactive type sheeting having size 10x12cm and 10x10x5cm on both side.
20
16320
816
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Supplying of Cat's Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
200
36000
180
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Supplying route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 45 x 60 em and definition plate of 30 x 25 cm, 14 gauge, fixed on angle iron posts size 65x65x6mm 3rneters long painted in black / white alternate bands of synthetic enamel paint as per specification.
2
2400
1200
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Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
691.25
344933
499
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Fabrication & assembling of over head gantary & cantilever type structure as per drawing & design including steel work in builtup tubular trusses, cutting / hoisting, bolting & fixing in position & applying coat of red oxide paint including special type of nut, bolts( Bolts up to 750mm ) washers complete & finishing with grey enamel paint.
3188
213914
67.1
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Supply of high intensity retro reflecting type IV sign plate made out of 2.0 mm thick aluminium sheet face to be fully covered with blue / green high intensity grade retro reflective sheet and logo/ matters, border made of with similar type of white shwwting after etching treatment of aluminium sheet, the back side is to be painted with epoxy grey paint. the plate is to be fixed on 40x40x5 mm angle iron frame with help of aluminium rivets.
30
132660
4422
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PART -" E " - CD Work
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sideand bottom and back filling in trenches with excavated suitable material (i) Ordinary soil (i) Upto 3 m depth
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
125.51
13053
104
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
956.1
99434
104
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Retaining Wall
471.09
48993
104
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
16.98
43173
2542
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
84
213528
2542
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Retaining Wall
66.09
168010
2542
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
109.29
281637
2577
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Retaining Wall
478.4
1232836
2577
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Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.1000 mm dia
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
37.5
137175
3658
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
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Retaining Wall
210
611940
2914
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
49.74
2594028
52157
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Retaining Wall
11.58
603978
52157
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
110
9460
86
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Retaining Wall
421.75
36270
86
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Construction of Toe Wall For Proction of Slopes as per Drawing and Technical Specification Clause 1302.5 Random Rubble Dry Ston Masonary
-
-
-
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Retaining Wall
6975
7749225
1111
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Providing PCC M-20 architectural coping in 7.50 Cm thicknes on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
16.61
4084
246
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Retaining Wall
1100
270600
246
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Plastering with cement mortar (1:3) 20 mm thick on stone work in parapet as per technical specifications Clauses 613.4 and 1208.5
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
86.78
13017
150
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Retaining Wall
800
120000
150
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material
-
-
-
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
480
345120
719
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 , R.C.C. grade M 25
-
-
-
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
497.35
1911316
3843
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PART -" F" - Plantation Work
Preparation of soil including cleaning & removing of unwanted shurbs removal of stones & garbage.
500
775
1.55
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Digging of pits size 60x60x60 cms. Including removal of stones. Manuring applicable of insecticides & watering atleast 15 litre per plant after planting.
500
14000
28
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Loading & unloading of plants from Deptt. Nursery to site per km. lead up to 40 Km
500
3220
6.44
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Transportation of tree guards from Depot to the plantation site including loading & unloading.
500
10500
21
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Maintenance of plants by the contractor including of pits/bids watering preparation of Thavala Hoeing weeding etc. & application of insecticieds etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. For Three Year (36 Month)
500
378000
756
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Supply of different varities of tree / shrubs / climbers according to height and age of the plant at site including loading/ unloading & transportation etc. complete :
Different flowing plants 900 mm to 1500 mm.
500
35500
71
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