Public Works Department Tender
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Costs
EMD
₹ 4,08,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_389701_6Bid Award Id
ViewTender No
NIT 09/2023-24 SE PWD CIRCLE BANSWARATender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
0.38
8672
22823
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Rubble stone masonry in cement mortar
-
-
-
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
22.5
3737
166.1
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202)
-
-
-
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
188
172960
920
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.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
136
5304
39
Karanpur to Chimboli
216
8424
39
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.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
170
8160
48
Karanpur to Chimboli
270
12960
48
Earthwork in excavation for roadway in hard rock, including stacking / disposal of surplus Material exclusive of compensation of earth. By Mechanical Means
-
-
-
Paloda GSS to Kotada Chhota Link Road.
34
11594
341
Karanpur to Chimboli
54
18414
341
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
-
-
-
Paloda GSS to Kotada Chhota Link Road.
289
10999
38.06
Karanpur to Chimboli
459
17469
38.06
Construction of embankment with approved Materia obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
6864
755040
110
Karanpur to Chimboli
3488
383680
110
Providing, laying and spreading 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 MoRTH Specification : clause No. 401. Grading-III
-
-
-
Paloda GSS to Kotada Chhota Link Road.
1858.95
520506
280
Karanpur to Chimboli
991.44
277603
280
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
182.25
51030
280
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.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
1377
181764
132
Karanpur to Chimboli
734.4
96940
132
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
1500
198000
132
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 with lead upto 1 km
-
-
-
Paloda GSS to Kotada Chhota Link Road.
1741.33
2298555
1320
Karanpur to Chimboli
918
1211760
1320
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
618.75
816750
1320
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
-
-
-
Paloda GSS to Kotada Chhota Link Road.
10078.88
262050
26
Karanpur to Chimboli
5546.25
144202
26
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
4972.5
129285
26
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.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
10078.88
99780
9.9
Karanpur to Chimboli
5546.25
54907
9.9
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
4972.5
49227
9.9
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 lead for mix of Material 1 km (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
-
-
-
Paloda GSS to Kotada Chhota Link Road.
10078.88
1108676
110
Karanpur to Chimboli
5546.25
610087
110
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
4972.5
546975
110
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 VG30 grade
-
-
-
Paloda GSS to Kotada Chhota Link Road.
10078.88
423312
42
Karanpur to Chimboli
5546.25
232942
42
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
4972.5
208845
42
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
-
-
-
Paloda GSS to Kotada Chhota Link Road.
229.5
1382508
6024
Karanpur to Chimboli
86.06
518425
6024
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
112.5
677700
6024
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)
-
-
-
Paloda GSS to Kotada Chhota Link Road.
4
6836
1709
Karanpur to Chimboli
3
5127
1709
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
2
3418
1709
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
-
-
-
Paloda GSS to Kotada Chhota Link Road.
15
7095
473
Karanpur to Chimboli
8
3784
473
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
6
2838
473
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. 60 cm equilateral triangle
-
-
-
Paloda GSS to Kotada Chhota Link Road.
6
16680
2780
Karanpur to Chimboli
3
8340
2780
Direction and Place Identification Signs upto 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 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.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
3.24
12405
3829
Karanpur to Chimboli
1.3
4977
3829
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
2.16
8270
3829
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.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
32.25
28251
876
Karanpur to Chimboli
24.25
21243
876
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
60
52560
876
Mukhya Mantri Sadak Yojana Board
Providing and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .All MS will be stove enameled on both side. Lettering , figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing .
-
-
-
Paloda GSS to Kotada Chhota Link Road.
2
16320
8160
Karanpur to Chimboli
2
16320
8160
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
2
16320
8160
Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
-
-
-
Paloda GSS to Kotada Chhota Link Road.
100
39600
396
Karanpur to Chimboli
60
23760
396
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,
-
-
-
Paloda GSS to Kotada Chhota Link Road.
175
35700
204
Karanpur to Chimboli
150
30600
204
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
80
16320
204
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]. BY MECHANICAL MEANS Depth upto 3m
-
-
-
Paloda GSS to Kotada Chhota Link Road.
268.84
19208
71.45
Karanpur to Chimboli
411.47
29399
71.45
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
175.81
12561
71.45
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/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301] BY MANUAL MEANS
-
-
-
Karanpur to Chimboli
96.12
18647
194
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 Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Requiring Blasting
-
-
-
Karanpur to Chimboli
96.12
34680
360.8
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)
-
-
-
Paloda GSS to Kotada Chhota Link Road.
23.56
86488
3671
Karanpur to Chimboli
407.66
1496519
3671
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
12.02
44125
3671
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)
-
-
-
Paloda GSS to Kotada Chhota Link Road.
286.42
833482
2910
Karanpur to Chimboli
424.5
1235295
2910
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
156.29
454803
2910
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. PCC M-25 grade Upto 5 mtr. Height
-
-
-
Karanpur to Chimboli
60.75
324587
5343
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] TMT Bars
-
-
-
Karanpur to Chimboli
2.13
177375
83275
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
-
-
-
Karanpur to Chimboli
365.93
148567
406
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
-
-
-
Paloda GSS to Kotada Chhota Link Road.
30
76440
2548
Karanpur to Chimboli
22.5
57330
2548
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
7.5
19110
2548
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
-
-
-
Paloda GSS to Kotada Chhota Link Road.
15
94710
6314
Karanpur to Chimboli
60
378840
6314
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
45
284130
6314
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). 300mm dia
-
-
-
Paloda GSS to Kotada Chhota Link Road.
150
199500
1330
Karanpur to Chimboli
75
99750
1330
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
60
79800
1330
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]. P.C.C. M-20 grade (Coping)
-
-
-
Paloda GSS to Kotada Chhota Link Road.
5.54
27423
4950
Karanpur to Chimboli
2.57
12721
4950
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
3.04
15048
4950
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
Paloda GSS to Kotada Chhota Link Road.
243.52
40911
168
Karanpur to Chimboli
252.97
42498
168
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
72.05
12104
168
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].
-
-
-
Paloda GSS to Kotada Chhota Link Road.
33
3828
116
Karanpur to Chimboli
8
928
116
Senior School Kotada to Main Road Anas Bridge Km. 0/0 to 1/500.
3.25
377
116
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