Public Works Department Tender
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Costs
EMD
₹ 4,32,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_430467_12Tender No
NIT 02/2024-25 SE PWD CIRCLE BANSWARATender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R Andeshwar
110
166
18271
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 Cement concrete grade M-15 & M-20
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-
-
SH-54 (A) to Macha (R/S)
141.75
302
42879.38
SH-54 (A) to A/R Roopa Khera (R/S)
123.75
302
37434.38
Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By mechanical means
Grading No.3 (53-22.4mm) Crusher Broken
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-
A/R Andeshwar
626.63
1153
722504.39
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.
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A/R Andeshwar
780
132
102960
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
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-
A/R Andeshwar
8017.2
26
208447.2
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.
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-
A/R Andeshwar
20170.5
9
199687.95
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/tack coat. [MoRTH Specification : Clause 504, 112]. 50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km
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A/R Andeshwar
683.4
5525
3775785
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
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-
A/R Andeshwar
20170.5
110
2218755
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
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A/R Andeshwar
20170.5
42
847161
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)
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-
A/R Andeshwar
4
1709
6836
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)
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-
A/R Andeshwar
10
473
4730
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
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-
A/R Andeshwar
14
2780
38920
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.
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-
A/R Andeshwar
14.04
3829
53759.16
SH-54 (A) to Macha (R/S)
1.62
3829
6202.98
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
8.1
3829
31014.9
SH-54 (A) to A/R Roopa Khera (R/S)
1.62
3829
6202.98
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.
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-
A/R Andeshwar
523.25
876
458367
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 .
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A/R Andeshwar
1
8160
8160
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,
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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
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A/R Andeshwar
585
204
119340
Providing and erecting overhead signs with a corrosion resistant 2mm thick 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 Aluminium Alloy Plate for Over Head Sign
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-
A/R Andeshwar
54
625
33750
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. 80 mm x 60 mm rectangular
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-
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
9
5650
50850
Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings.
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Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
560
2277
1275120
Painting with suprior grade enamel paint of approved quality to give an even shade including writing littering, figuring etc. complete as per IRC standards of Sign Board, traffic signs (Steel) Old work (Two Coats)
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A/R Andeshwar
460
58
26680
Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
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-
SH-54 (A) to Macha (R/S)
2
1450
2900
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
8
1450
11600
SH-54 (A) to A/R Roopa Khera (R/S)
2
1450
2900
Fixing of flood gauge (water gauge) in cement concrete M-15 mix size 30×30×60cm complete including transporting excavation etc. complete.
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-
SH-54 (A) to Macha (R/S)
2
252
504
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
8
252
2016
SH-54 (A) to A/R Roopa Khera (R/S)
2
252
504
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
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-
A/R Andeshwar
140.25
71
10020.86
Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
110.02
71
7860.93
SH-54 (A) to Macha (R/S)
264.01
71
18863.51
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
212.7
71
15197.41
SH-54 (A) to A/R Roopa Khera (R/S)
277.1
71
19798.8
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 MECHANICAL MEANS
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Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
50.01
106
5301.06
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 P.C.C. M-15 grade
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-
Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
18.43
4450
82013.5
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts. Selected granular Material in filling (MoRTH specification : Clause 2200).
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Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
39.27
635
24936.45
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)
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A/R Andeshwar
19.13
3671
70226.23
SH-54 (A) to Macha (R/S)
121.58
3671
446320.18
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
18.7
3671
68647.7
SH-54 (A) to A/R Roopa Khera (R/S)
120.05
3671
440703.55
Stone masonry work in cement mortar 1:6 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)
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-
A/R Andeshwar
225
2730
614250
SH-54 (A) to Macha (R/S)
354.86
2730
968767.8
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
295.96
2730
807970.8
SH-54 (A) to A/R Roopa Khera (R/S)
327.3
2730
893529
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
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-
SH-54 (A) to Macha (R/S)
45
6314
284130
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
25
6314
157850
SH-54 (A) to A/R Roopa Khera (R/S)
60
6314
378840
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 P.C.C. M-20 grade
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-
A/R Andeshwar
2.81
4950
13909.5
SH-54 (A) to Macha (R/S)
1.61
4950
7969.5
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
27.75
4950
137362.5
SH-54 (A) to A/R Roopa Khera (R/S)
1.88
4950
9306
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
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-
-
SH-54 (A) to Macha (R/S)
44.46
5343
237549.78
SH-54 (A) to A/R Roopa Khera (R/S)
43.44
5343
232099.92
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]. RCC in M-30 grade, including form work Upto 5m height
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-
Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
147.53
5528
815545.84
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] TMT reinforcement
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-
Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
14.02
83275
1167515.5
SH-54 (A) to Macha (R/S)
0.67
83275
55794.25
SH-54 (A) to A/R Roopa Khera (R/S)
0.65
83275
54128.75
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].
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A/R Andeshwar
60
116
6960
Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
19.8
116
2296.8
SH-54 (A) to Macha (R/S)
32
116
3712
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
70
116
8120
SH-54 (A) to A/R Roopa Khera (R/S)
17
116
1972
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).
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Andeshwar-Shivji temple road to A/R Vadi Fala (R/S)
66
796
52562.4
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
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-
SH-54 (A) to Macha (R/S)
150.06
406
60924.36
SH-54 (A) to A/R Roopa Khera (R/S)
142.56
406
57879.36
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
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-
A/R Andeshwar
85.8
168
14414.4
SH-54 (A) to Macha (R/S)
129.8
168
21806.4
Mandali - Dhambola - Bhiluda - Garhi - Kushalgarh Road Km. 100/0 to 119/0
144.65
168
24301.2
SH-54 (A) to A/R Roopa Khera (R/S)
137
168
23016
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