Public Works Department Tender
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Costs
EMD
₹ 48,800Document Cost
₹ 500Tender Fee
₹ 500
Summary
Widening Of Slab Culvert And Hpc 7.50m To 15.00m On Nadbai Dehra Road Mdr-86 Ch-1/950 And Ch-1/850
Description
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Contact
Tender Id
2025_CEPWD_443637_6Bid Award Id
ViewTender No
NIT NO 28/2024-25 EE PWD DIV BHARATPURTender 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 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 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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-
-
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Slab Culvert CH-1/950
31.75
4109
130460.75
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HPC CH-1/850
33.24
4109
136583.16
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Stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in CM 1:4 Random rubble masonry
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-
-
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Slab Culvert CH-1/950
62.23
3376
210088.48
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HPC CH-1/850
25.42
3376
85817.92
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Stone masonry work in cement mortar with mechanical mixer for superstructure (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in CM 1:4 Random rubble masonry
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-
-
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Slab Culvert CH-1/950
107.53
3526
379150.78
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Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 25 grade solid slab superstructure
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-
-
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Slab Culvert CH-1/950
61.39
6103
374663.17
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Providing and laying Steel reinforcement at any level in Superstructure complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 TMT Steel bar reinforcement
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-
-
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Slab Culvert CH-1/950
7.98
74009
590591.82
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Providing and laying cement concrete coping 1:2:4 mix, complete as per specifications 75 mm thick
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-
-
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Slab Culvert CH-1/950
26.16
166
4342.56
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HPC CH-1/850
6.4
166
1062.4
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete.
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-
-
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Slab Culvert CH-1/950
12.6
818
10306.8
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Providing Cement plaster 20mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300
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-
-
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Slab Culvert CH-1/950
294.66
174
51270.84
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HPC CH-1/850
44.16
174
7683.84
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Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
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-
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Slab Culvert
20.34
4478
91082.52
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5 with lead 50 mtr to - 500mtr
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-
-
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Slab Culvert CH-1/950
120
95
11400
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HPC CH-1/850
198
95
18810
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Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.
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-
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Slab Culvert CH-1/950
30
757
22710
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HPC CH-1/850
72
757
54504
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803
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-
-
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Slab Culvert CH-1/950
273
98
26754
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HPC CH-1/850
44.16
98
4327.68
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP-3 600 mm dia
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-
-
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HPC CH-1/850
60
2861
171660
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