Public Works Department Tender
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Costs
EMD
₹ 3,44,140Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_427607_5Tender No
NIT_03_2024_25_PWD_Circle_DPRTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Gol Mataji to Hiluda Fala
1.26
17206
21679.56
Pipliya to Vijwamata
1.05
17206
18066.3
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth. (MoRTH specification : clause 301 to 305).By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
A/R Bokadsel to Taliya
2649.6
26
68889.6
Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth. (MoRTH specification : clause 301 to 305).By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
A/R Bokadsel to Taliya
1766.4
34
60057.6
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compaced by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
-
-
-
A/R Bokadsel to Taliya
4416
19
83904
Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.By Mix in Place Method.Grading-III
-
-
-
A/R Vada Godiya
61.97
412
25531.64
A/R Bokadsel to Taliya
974.53
412
401506.36
Gol Mataji to Hiluda Fala
154.91
412
63822.92
Dungarpur Aspur Ganeshpur CC road
2.41
412
992.92
Pipliya to Vijwamata
309.83
412
127649.96
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift .By mechanical means.
-
-
-
A/R Vada Godiya
218.03
1056
230239.68
A/R Bokadsel to Taliya
971.55
1056
1025956.8
Gol Mataji to Hiluda Fala
405.81
1056
428535.36
Pipliya to Vijwamata
459
1056
484704
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
A/R Vada Godiya
350
54
18900
A/R Bokadsel to Taliya
240
54
12960
Gol Mataji to Hiluda Fala
750
54
40500
Pipliya to Vijwamata
625
54
33750
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
-
-
-
A/R Vada Godiya
5355
25
135267.3
A/R Bokadsel to Taliya
5533.5
25
139776.21
Gol Mataji to Hiluda Fala
10710
25
270534.6
Pipliya to Vijwamata
4590
25
115943.4
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
-
-
-
A/R Vada Godiya
5355
7
42358.05
A/R Bokadsel to Taliya
17391
7
137562.81
Gol Mataji to Hiluda Fala
10710
7
84716.1
Pipliya to Vijwamata
9562.5
7
75639.38
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/ta
50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km
-
-
-
A/R Vada Godiya
22.5
5075
114187.5
A/R Bokadsel to Taliya
45.29
5075
229864.2
Gol Mataji to Hiluda Fala
37.5
5075
190312.5
Pipliya to Vijwamata
133.13
5075
675609.38
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead and lift. (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG10 grade
-
-
-
A/R Vada Godiya
5355
94
503370
A/R Bokadsel to Taliya
17391
94
1634754
Gol Mataji to Hiluda Fala
10710
94
1006740
Pipliya to Vijwamata
9562.5
94
898875
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).Bitumen VG10 grade
-
-
-
A/R Vada Godiya
5355
31
166005
A/R Bokadsel to Taliya
17391
31
539121
Gol Mataji to Hiluda Fala
10710
31
332010
Pipliya to Vijwamata
9562.5
31
296437.5
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade
-
-
-
A/R Vada Godiya
45
4847
218115
A/R Bokadsel to Taliya
110
4847
533170
Gol Mataji to Hiluda Fala
150
4847
727050
Dungarpur Aspur Ganeshpur CC road
420
4847
2035740
Pipliya to Vijwamata
45
4847
218115
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Ordinary kilometer stone (precast)
-
-
-
A/R Vada Godiya
3
1501
4503
A/R Bokadsel to Taliya
4
1501
6004
Gol Mataji to Hiluda Fala
4
1501
6004
Pipliya to Vijwamata
4
1501
6004
Hectometer stone (precast)
-
-
-
A/R Vada Godiya
6
410
2460
A/R Bokadsel to Taliya
12
410
4920
Gol Mataji to Hiluda Fala
13
410
5330
Pipliya to Vijwamata
13
410
5330
Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade 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
-
-
-
A/R Vada Godiya
2.16
5775
12474
A/R Bokadsel to Taliya
2.16
5775
12474
Gol Mataji to Hiluda Fala
6.48
5775
37422
Pipliya to Vijwamata
2.16
5775
12474
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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
90 cm equilateral triangle
-
-
-
A/R Vada Godiya
2
1970
3940
A/R Bokadsel to Taliya
4
1970
7880
Gol Mataji to Hiluda Fala
2
1970
3940
Pipliya to Vijwamata
15
1970
29550
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).1000mm dia
-
-
-
A/R Bokadsel to Taliya
37.5
4410
165375
Dungarpur Aspur Ganeshpur CC road
12.5
4410
55125
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).500mm dia
-
-
-
A/R Vada Godiya
7.5
2243
16822.5
Gol Mataji to Hiluda Fala
22.5
2243
50467.5
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.
-
-
-
A/R Vada Godiya
28
408
11424
A/R Bokadsel to Taliya
621.8
408
253694.4
Gol Mataji to Hiluda Fala
64
408
26112
Pipliya to Vijwamata
270
408
110160
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].In ordinary soil [MoRTH Specification : clause 301].BY MECHANICAL MEANS.Depth upto 3m
-
-
-
A/R Vada Godiya
56.25
57
3206.25
A/R Bokadsel to Taliya
41.18
57
2346.98
Gol Mataji to Hiluda Fala
45
57
2565
Dungarpur Aspur Ganeshpur CC road
36.12
57
2058.84
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
-
-
-
A/R Vada Godiya
3.75
3038
11392.5
A/R Bokadsel to Taliya
7.76
3038
23574.88
Gol Mataji to Hiluda Fala
3
3038
9114
Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]Random Rubble Masonry (coursed/uncoursed)
-
-
-
A/R Vada Godiya
67.06
2845
190792.81
A/R Bokadsel to Taliya
49.09
2845
139661.05
Gol Mataji to Hiluda Fala
53.65
2845
152634.25
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
A/R Vada Godiya
1.69
3850
6496.88
A/R Bokadsel to Taliya
1.24
3850
4774
Gol Mataji to Hiluda Fala
1.35
3850
5197.5
Dungarpur Aspur Ganeshpur CC road
0.22
3850
847
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
-
-
-
A/R Vada Godiya
19
114
2166
Gol Mataji to Hiluda Fala
19
114
2166
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
A/R Vada Godiya
35
139
4865
A/R Bokadsel to Taliya
25.62
139
3561.18
Gol Mataji to Hiluda Fala
28
139
3892
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
-
-
-
A/R Bokadsel to Taliya
1924
185
357113.64
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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-
-
Dungarpur Aspur Ganeshpur CC road
26.98
3126
84339.48
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].
-
-
-
Dungarpur Aspur Ganeshpur CC road
55.2
57
3146.4
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].
(b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken
-
-
-
Dungarpur Aspur Ganeshpur CC road
213.54
2987
637843.98
.Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate R.C.C. M-20 grade
-
-
-
Dungarpur Aspur Ganeshpur CC road
15.18
4017
60978.06
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]HYSD reinforcement
-
-
-
Dungarpur Aspur Ganeshpur CC road
0.49
88737
43481.13
Supply and fixing of Fibre - reinforced Ferro-Cement drain cover ( Light duty ) designated for class "B" loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm, anti-corrosive bitumen painted M.S. Plate Rim and on M.S. lifting hooks, additives & admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respect. Span 701 mm to 1200 mm Standard Size 1500 x 700 mm
-
-
-
Dungarpur Aspur Ganeshpur CC road
112
871
97552
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