Public Works Department Tender
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Costs
EMD
₹ 15,80,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_275134_2Bid Award Id
ViewTender No
NIT02/2022-2023 ACE PWD ZONE II UDAIPUR H.Q.BSWTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
Bid_Document_Simalwara_By_Pass
Special_Condition_of_Contract_Simalwara_By_Pass
BOQ Items
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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.
1196.53
-
34
... More
Earthwork in excavation for roadway in hard rock, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). Requiring blasting
598.27
-
173
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201
BY MECHANICAL MEANS
In area of light jungle
3.16
-
17206
... More
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-II
11711.2
-
383
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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
2959.5
-
361
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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 All lead
15267.63
-
1036
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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
Add extra to above item per kg extra in emulsion per 10 sqm
63496.73
-
26.5
... More
Providing and applying tack coat on the prepared surface, with bitumen VG10 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.
Add extra for above item per 0.5 kg extra in emulsion per sqm
78987.98
-
10
... More
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade with all lead & lift
3575.24
-
6069
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Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. 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 mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) 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 as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507).
30-45mm compacted with 6% binder with all lead & lift of mix Material With straight run bitumen grade VG30
2145.15
-
7072
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PART -" B " - Road Furnishing
Kilometre Stone
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)
10
-
1330
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5th kilometre stone (precast)
1
-
2205
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Hectometer stone (precast)
40
-
373
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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
500
-
341
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Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
90 cm equilateral triangle
60
-
3447
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Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
30
-
4249
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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
20
-
1986
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Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
300
-
2147
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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
2060
-
185.6
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Overhead Signs 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
For Gantry Plate
54
-
454
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Supply and Erection of built up Overhead structure of 7.1M-7.3M span comprising of two vertical posts of 6.00 m height made up of 300mm NB heavy class M.S. pipe as vertical member welded with 12mm plate at top and bottom for bearing of horizontal fram comprising of 65mm NB made heavy class main pipe as of 40 mm heavy class NB pipe branching as per approved design and drawing with one steel primer and two coats of synthetic enamalpaint complete the work includes with construction of R.C.C. foundation 900x900x2150 mm deep over lean concrete and including 25mm dia 750mm long foundation bolts as provision of structure including cost of reinforcement as per direction of E/E.
For Gantry
3
-
169843
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Providing and Fixing of Retro Reflectorised 600 x 500 mm Chevro sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).
Regulatory sign boards of 60 x 50 cm Rectangle. Size 60 x 50 cms. Rectangle
120
-
3138
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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.
3411.05
-
408
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CD Work
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
... More
1000 mm dia. 1 Row - Pipe Culvert
965.28
-
57
... More
1000 mm dia. 2 Row - Pipe Culvert
222.8
-
57
... More
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.
-
-
-
... More
1000 mm dia. 1 Row - Pipe Culvert
43.92
-
2715
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1000 mm dia. 2 Row - Pipe Culvert
9.72
-
2715
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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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1000 mm dia. 1 Row - Pipe Culvert
666.24
-
3264
... More
1000 mm dia. 2 Row - Pipe Culvert
140.24
-
3264
... More
Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000mm dia
-
-
-
... More
1000 mm dia. 1 Row - Pipe Culvert
300
-
4329
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1000 mm dia. 2 Row - Pipe Culvert
100
-
4329
... More
RCC-Box Culvert
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
In ordinary soil [MoRTH Specification : clause 301]
-
-
-
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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
300.38
-
57
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
381.26
-
57
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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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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
21.12
-
2762
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
25.62
-
2762
... More
Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R7.20.3) [MoRTH Specification : Clause 2504].
-
-
-
... More
RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
72
-
509
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
72
-
509
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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
-
-
-
... More
RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
60
-
453
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RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
60
-
453
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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].
R.C.C. M-30 grade Upto 5 mtr. Height
-
-
-
... More
RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
121.54
-
3915
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
184.38
-
3915
... More
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]
HYSD reinforcement
-
-
-
... More
RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
10.94
-
44827
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
16.59
-
44827
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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].
-
-
-
... More
RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
16
-
113
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
16
-
113
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 ltr. for 2 sqm complete in all respect. [MoRTH specification : 800]
-
-
-
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RCC-Box Culvert - 2 Cell - 2.0M x 2.0M
22.08
-
41
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
22.08
-
41
... More
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
-
-
-
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
10.8
-
3264
... More
Providing and laying flooring rubble stone/CC M-15 block flooring complete as per drawing and technical specification. (MoRTH specification : Clause 2505, 1700). Rubble stone laid in cement mortar 1:3.
-
-
-
... More
RCC-Box Culvert - 1 Cell - 3.0M x 3.0M
9.12
-
2058
... More
PART -" F " - Protection Work Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
700
-
71
... More
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.
32.5
-
2762
... More
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)
435.94
-
2638
... More
Stone masonry work in cement mortar 1:4 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400].
Random Ruble masonry (coursed/uncoursed)
1.8
-
2506
... More
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].
500
-
113
... More
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
450
-
126
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Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)
8.44
-
4116
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