Public Works Department Tender
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Costs
EMD
₹ 5,56,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_344361_8Bid Award Id
ViewTender No
NIT No 03 of 2023-24 Circle Sirohi Wihout BIDTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
1078.52
4217010
3910
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Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700. Using concrete mixer For Solid Slab Superstructure Height upto 5 m.R.C.C grade M-35
209.67
1242300
5925
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
18.19
1652641
90858
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.
11.76
100548
8550
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Providing and fixing 20 mm thick compressible fibre board in expansion joint Complete.
32.34
24093
745
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Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204. Raised & Cut Type
383.58
36440
95
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Providing weep holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and technical specifications.
72
6120
85
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.Sandy material
164.64
123480
750
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Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification.
10.8
2214
205
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Construction of RCC railing of M-30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion complete as per approved drawings and MoRTH specification 2703, 1500, 1600, 1700.
82.8
160963
1944
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(2) Thandiberi to Malap road KM-2/000
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In Hard Soil [MoRTH Specification : Clause : 301]Depth upto 3m
1144.4
308987
270
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Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] Blasting, including Blasting materials.Hard Rock, with lead upto 50m. and lift upto 0.5m.
1144.4
549310
480
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Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
228.88
904073
3950
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
1696.37
6632800
3910
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Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)].P.C.C.M25 grade
For Bed Protection
118.5
568800
4800
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Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700. Using concrete mixer For Solid Slab Superstructure Height upto 5 m.R.C.C grade M-35
310.03
1836927
5925
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
26.91
2444761
90858
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.
11.76
100548
8550
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Providing and fixing 20 mm thick compressible fibre board in expansion joint Complete.
46.2
34419
745
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Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204. Raised & Cut Type
577.98
54908
95
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Providing weep holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and technical specifications.
96
8160
85
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.Sandy material
164.64
123480
750
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Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification.
21.6
4428
205
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Construction of RCC railing of M-30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion complete as per approved drawings and MoRTH specification 2703, 1500, 1600, 1700.
124
241056
1944
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(3) Danbore Gopalabera KM- 0/800
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
213.32
28798
135
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Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
18.25
72092
3950
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
192.42
752356
3910
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Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density.
38.42
12102
315.03
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'
38.71
46452
1200
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade OPC cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 31.5 mm, 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 membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
58.88
382098
6490
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Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
0.81
166
205
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Plastering with cement mortar (1:4), 20 mm thick on stone masonry work in substructure as per technical specification
4
640
160
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(4) Approach road Nichlibore Km. 3/200
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
404.97
54670
135
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Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
99.19
391795
3950
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
421.61
1648481
3910
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Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200.
290.93
46549
160
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.Sandy material
267.86
200893
750
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Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]1000 mm dia
67.5
428625
6350
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, 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 membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
105
681450
6490
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(5) Approach road Toonka KM- 0/300 Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
121.8
16443
135
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Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
15.23
60138
3950
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
199.99
781945
3910
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Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
32.31
6623
205
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Plastering with cement mortar (1:4), 20 mm thick on stone masonry work in substructure as per technical specification
4
640
160
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