Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Sep 2023
Closing Date18 Sep 2023
Tender Amount₹ 15,10,000
Costs
EMD
₹ 30,200Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2023_CEPWD_364258_1Bid Award Id
ViewTender No
EEH_NIB_09_Year_2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ 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 maintance of diversion etc. (MoRTH specification : Clause 406 & 112) by mechanical means with all leads from plant to site.
139.64
289194
2071
... More
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS-1) as per IS: 8887 & manufacturer’s specifications @ 8.5 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 CIause 502 & 112
573.75
22376
39
... More
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-10 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads, For grading-2 (layer thickness 50-75mm) using 26.5mm maximum Nominal size aggregate as per Table 500-10 and minimum 4.50% bitumen by wt. of mix using bitumen grade VG-30
28.69
216093
7532
... More
Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112
757.35
8406
11.1
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Providing and laying factory made chamfered edge ISI approved Cement Concrete paver blocks of Category "B" (dentated only two sides like I, Z or T shape) made by table vibratory method or automatic stationery hydraulic viebro pressed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour and pattern over 25-50 mm thick compacted bed of Coarse sand of required gradation as per specifications, compacting and proper embedding/ laying with vibratory compaction using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc. as per manufacturer's specifications and direction of Engineer-in-charge. Providing and laying of interlocking concrete block (M-35 Grade) pavements as per IRC:SP:63 having thickness 80mm as per drawing and technical specifications.
146.88
89890
612
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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-17 for wearing course including loading of aggregate with F.E loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and cement filler as per Cl. 505.2.4 with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) 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) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all leads, Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & compacted thickness 30 - 40 mm, using bitumen grade VG-30
22.72
195641
8611
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Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4]
499.8
1839
3.68
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means, Granular Courses
199.92
28588
143
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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]Dismantling Brick/Tile work Dry Brick pitching, brick soling or precast cement concerte blocks
11.75
1551
132
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Earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling.
232.05
2320
10
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Earth work 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
267.75
23562
88
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Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
232.05
2784
12
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Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density (Modified Heavy Proctor test)
232.05
3016
13
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting, including all lead and lifts.Good local sand free from earth as per Morth specification :section 2100& 300
149.94
48880
326
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Spreading and Consolidation/ Compaction of granular material to required grade and camber by power road roller 80-100 KN weight including watering with all lead of water, hire charges of machinery and T&P as per MoRTH specifications. to attain 100% Proctor density
99.96
6297
63
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Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M20 upto 5 metre height
1
5315
5315
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Part (B) Restoration work on Approaches of GDC Bridge on Talwara -Hanumangarh Road (SH-99)
-
-
-
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Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4]
96.9
356
3.68
... More
Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112
116.28
1290
11.1
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Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112
96.9
1288
13.3
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Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In ordinary soil, mechanically by power shovel including mechanical loading and carriage upto1 km lead by tipper/dumper
10.2
346
34
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS-1) as per IS: 8887 & manufacturer’s specifications @ 8.5 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 CIause 502 & 112
96.9
3779
39
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Spreading and Consolidation/ Compaction of granular material to required grade and camber by power road roller 80-100 KN weight including watering with all lead of water, hire charges of machinery and T&P as per MoRTH specifications. to attain 100% Proctor density
13.57
854
63
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Earth work 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
51.3
4514
88
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means, Granular Courses
38.76
5542
143
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Providing Cement plaster 20 mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
51.2
8089
158
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means, Bituminious Course.
14.54
2835
195
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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]Dismantling Brick/Tile work In cement mortar
4.03
789
196
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting, including all lead and lifts.Good local sand free from earth as per Morth specification :section 2100& 300
24.23
7898
326
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Providing and laying Brick-on-edge flooring with 1st class bricks (minimum 10.5MPa) including cement slurry in cement sand mortar 1:4 at all levels as per MoRTH Specification : Clause 1000 & 1300
228
111948
491
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Providing and laying of hot applied thermo plastic compound with material conforming to Clause 803.4 of MoRTH having Titanium Dioxide (for white) minimum 10% by weight and softening point 102.5 ±9.5°C, inclusive of type-1 reflectorising glass beads as per table 800-9, 800-10 applied in uniform thickness with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. Thickness is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Lane, Centreline, Edge line, pedestrian crossings, markings and other marking along strips for 2.5 mm thickness of marking (thickness excluding drop on glass beads)
5.85
2977
509
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Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ 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 maintance of diversion etc. (MoRTH specification : Clause 406 & 112) by mechanical means with all leads from plant to site.
16.96
35124
2071
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Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/ Bed level as per MoRTH Specification : Clause 1000, 1500 & 1700(1:4:8)P.C.C. 1:4:8 mix with stone aggragate 40 mm hand broken
11.83
43049
3639
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Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
2.24
10265
4583
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Providing and laying first class brick masonry work (minimum 10.5 MPa) in foundation & plinth complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:3 (1 cement : 3 coarse sand)
19.27
90048
4673
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Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M20 upto 5 metre height
1
5315
5315
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R.C.C. grade M-30 in slab in superstructure at any level from ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
8.31
50541
6082
... More
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-10 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads, For grading-2 (layer thickness 50-75mm) using 26.5mm maximum Nominal size aggregate as per Table 500-10 and minimum 4.50% bitumen by wt. of mix using bitumen grade VG-30
4.85
36530
7532
... More
Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-17 for wearing course including loading of aggregate with F.E loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and cement filler as per Cl. 505.2.4 with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) 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) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all leads, Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & compacted thickness 30 - 40 mm, using bitumen grade VG-30
3.49
30052
8611
... More
Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600
0.83
73123
88100
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