Public Works Department Tender
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Costs
EMD
₹ 3,32,760Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_395769_4Bid Award Id
ViewTender No
EE PWD DIV BARAN NITNO-01-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Total
0.3
4418
14630
Construction of embankment with approved Material 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.
-
-
-
lqUnyd ls jktiqjk
4503.88
-
1
jktiqjk ls 'kfu egkjkt
366.73
-
1
Total
4870.61
540638
111
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
-
-
-
lqUnyd ls jktiqjk
1071.53
-
1
jktiqjk ls 'kfu egkjkt
2118.56
-
1
Total
3190.09
3850439
1207
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
-
-
-
lqUnyd ls jktiqjk
-
-
1
jktiqjk ls 'kfu egkjkt
648.78
-
1
Total
648.78
956956
1475
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
-
-
-
jktiqjk ls 'kfu egkjkt
5062.5
-
1
Total
5062.5
131625
26
(a) Add extra to above item per kg extra in emulsion per 10 sqm For 1.5 kg /10 sqm
-
-
-
jktiqjk ls 'kfu egkjkt
5062.5
-
1
Total
5062.5
28097
5.55
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.
-
-
-
jktiqjk ls 'kfu egkjkt
5062.5
-
1
Total
5062.5
45563
9
(a) Add extra for above item per 0.1 kg extra in emulsion per sqm For 0.75 kg /10 sqm
-
-
-
jktiqjk ls 'kfu egkjkt
5062.5
-
1
Total
5062.5
14048
2.78
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 & lift (MoRTH specification : clause 510, 112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
-
-
-
jktiqjk ls 'kfu egkjkt
5062.5
-
1
Total
5062.5
526500
104
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).
-
-
-
jktiqjk ls 'kfu egkjkt
5062.5
-
1
Total
5062.5
192375
38
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)
-
-
-
lqUnyd ls jktiqjk
2
-
1
jktiqjk ls 'kfu egkjkt
3
-
1
Total
5
9195
1839
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)
-
-
-
lqUnyd ls jktiqjk
8
-
1
jktiqjk ls 'kfu egkjkt
10
-
1
Total
18
9630
535
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.
-
-
-
lqUnyd ls jktiqjk
2.44
-
1
Total
2.44
7008
2872
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
-
-
-
lqUnyd ls jktiqjk
302
-
1
jktiqjk ls 'kfu egkjkt
195
-
1
Total
497
2709147
5451
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
-
-
-
lqUnyd ls jktiqjk
516.24
-
1
jktiqjk ls 'kfu egkjkt
110.89
-
1
Total
627.13
42645
68
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.
-
-
-
lqUnyd ls jktiqjk
273.08
-
1
jktiqjk ls 'kfu egkjkt
72.64
-
1
Total
345.72
1196191
3460
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
-
-
-
lqUnyd ls jktiqjk
424.5
-
1
jktiqjk ls 'kfu egkjkt
213.17
-
1
Total
637.67
2801284
4393
Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600).HYSD bars
-
-
-
lqUnyd ls jktiqjk
2.64
-
1
jktiqjk ls 'kfu egkjkt
1.09
-
1
Total
3.74
240172
64303
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). 1000 mm dia
-
-
-
lqUnyd ls jktiqjk
105
-
1
Total
105
509355
4851
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). 300 mm dia
-
-
-
lqUnyd ls jktiqjk
60
-
1
jktiqjk ls 'kfu egkjkt
30
-
1
Total
90
79200
880
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 Ordinary Roack Depth upto 3m By mecchanical means
-
-
-
jktiqjk ls 'kfu egkjkt
396.44
-
1
Total
396.44
40833
103
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
jktiqjk ls 'kfu egkjkt
1.58
-
1
Total
1.58
101381
64328
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 M-20 grade, including form work Upto 5 mtr. height
-
-
-
jktiqjk ls 'kfu egkjkt
282.52
-
1
Total
282.52
1244218
4404
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 M-25 grade, including form work Upto 5 mtr. height
-
-
-
jktiqjk ls 'kfu egkjkt
23.4
-
1
Total
23.4
114169
4879
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
jktiqjk ls 'kfu egkjkt
4.06
-
1
Total
4.06
261659
64448
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].
-
-
-
jktiqjk ls 'kfu egkjkt
36
-
1
Total
36
4644
129
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. RCC M-30 grade Solid slab superstructure By using Concrete Mixer
-
-
-
jktiqjk ls 'kfu egkjkt
46.2
-
1
Total
46.2
255116
5522
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
jktiqjk ls 'kfu egkjkt
3.62
-
1
Total
3.62
237421
65586
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
-
-
-
jktiqjk ls 'kfu egkjkt
7.88
-
1
Total
7.88
80097
10171
Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.
-
-
-
jktiqjk ls 'kfu egkjkt
14.42
-
1
Total
14.42
19453
1349
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-10 grade
-
-
-
jktiqjk ls 'kfu egkjkt
102.86
-
1
Total
102.86
264350
2570
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
-
-
-
jktiqjk ls 'kfu egkjkt
8
-
1
Total
8
14536
1817
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).
-
-
-
jktiqjk ls 'kfu egkjkt
191.63
-
1
Total
191.63
105585
551
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