Rajasthan State Road Development And Construction Corporation Limited Tender
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Costs
EMD
₹ 31,46,560Document Cost
₹ 11,800Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_RSRDC_431549_1Tender No
RSRDC NIT 329/2024-25 (Sl-1)Tender Authority
Rajasthan State Road Development And Construction Corporation Limited ViewPurchaser Address
-Website
http://http://roads.rajasthan.gov.in/content/raj/roads/en/home.html
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Documents
BOQ Items
Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers 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.) (Excavated material will be property of Contractor):Mechanised
32426.17
448
14526926
Compacting original ground supporting embankment ( Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.)
4687.5
26
121875
Construction of Embankment with Material Deposited from Roadway Cutting (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)
35562.8
100
3556280
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)
44080
187
8242960
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)
50150
199
9979850
Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with 20 Km lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-II with CBR value not less than 25. to attain 100% proctor density.
18412.5
318
5855175
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.)
25625
1250
32031250
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 0.85 kg/sqm using mechanical means.)
100250
27
2706750
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
383750
10
3837500
Dense Graded Bituminous Macadam (Providing and laying dense 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% 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 II ( 19 mm nominal size )
5012.5
5699
28566238
Bituminous Concrete (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) VG-30 grade for Grading-II( 10mm nominal size)
3007.5
6686
20108145
Overhead Signs (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)
-
-
-
Truss and Vertical Support
6
63357
380142
Aluminium alloy plate for over head sign
72
4912
353664
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)
-
-
-
Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )
2000
1
3800
English and Roman
2000
1
2400
Retro- reflectorised Traffic signs (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)
-
-
-
80 mm x 60 mm rectangular
2
5060
10120
90 cm equilateral triangle
5
4180
20900
60 cm circular
5
3729
18645
90 cm high octagon
3
6380
19140
Direction and Place Identification signs with size more than 0.9 sqm size board. (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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
2.16
15255
32951
Direction and Place Identification signs upto 0.9 sqm size board. (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)
1.08
8792
9495
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.)
4078.3
500
2039150
S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete.
-
-
-
5th Km. Stone
2
2831
5662
Ordinary Km. Stone
8
1679
13432
200 M. Stone.
35
510
17850
White/colour wash trees, electric & telephone pole, guard stone etc. upto height of 1.50 mtr. from the guard level comprising of 0.45m. White 0.30 m. red band in middle and again 0.45 m. white around the periphery complete two or more coats including trimming the bushes on the stem & the root.
-
-
-
b) Trees dia upto 600mm, pole etc.
200
13
2600
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
2265
433
980745
Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.)
223
213
47499
Road Delineators (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.)
200
547
109400
Cast in Situ Cement Concrete M20 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 Mixer
1600
211
337600
Excavation for Structures (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.): Ordinary soil: Manual Means: upto 3 m depth
6166.43
121
746137
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
500.17
3109
1555015
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification: Random Rubble Masonry
3093.39
2695
8336687
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications: PCC Grade M15
81.72
3575
292131
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
2867.3
76
217915
Providing, laying & fixing in position RCC pipe NP 4 / prestressed concrete pipe on first class bedding in single row (laying Reinforced cement concrete pipe NP4/Prestressed 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 masonary works in head walls and parapets 1200 mm dia
62.5
7288
455500
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 . ) 900 mm dia
112.5
4603
517838
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 . ) 600 mm dia
200
2882
576400
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 . ) 300mm dia
750
1228
921000
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
315
797
251055
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
483
1893
914319
Excavation for Structures (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.): Ordinary soil: Manual Means: upto 3 m depth
324.95
121
39318
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
43.66
3109
135744
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification: Square Rubble Coursed rubble masonry( first sort )
26.98
3072
82875
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications:RCC Grade M30, Using Concrete Mixer
218.17
4455
971970
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M-20
56
3634
203504
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
25.69
90899
2335205
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
62.5
84
5250
Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
50
137
6850
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
45
3123
140535
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
45
6510
292950
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
55.5
797
44234
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
85.1
1893
161094
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