Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 4,60,000Document Cost
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Description
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Contact
Tender Id
2018_RRVPN_105781_1Bid Award Id
ViewTender No
BN 9015001802Tender Authority
Rajasthan Rajya Vidyut Prasaran Nigam Limited ViewPurchaser Address
-Website
http://http://energy.rajasthan.gov.in/content/raj/energy-department/rajasthan-rajya-vidyut-prasaran-limited/en/home.html
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Documents
BOQ Items
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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] In Hard Soil When excavation and loading is done mechanically using Bull Dozar, F.E.Loader and carriage is done by tipper/dumper (6T capacity). Narsana to Dungari Km 49
80.32
3510
43.7
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Narsana to Dungari Km 57
131.93
5765
43.7
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Narsana to Dungari Km 73
113.4
4955
43.7
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Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm compacted layers, including ramming watering and consolidation, lead upto 30 metres [MoRTH Specification : Clause 301,304].Ordinary Soil Narsana to Dungari Km 49
80.32
8193
102
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Narsana to Dungari Km 57
131.93
13456
102
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Narsana to Dungari Km 73
113.4
11566
102
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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.
Narsana to Dungari Km 49
22.39
6469
289
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Narsana to Dungari Km 57
36.82
10642
289
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Narsana to Dungari Km 73
32.19
9303
289
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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 II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken)Stone screening type 'B' Narsana to Dungari Km 49
11.19
13051
1166
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Narsana to Dungari Km 57
7.69
8963
1166
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Narsana to Dungari Km 73
7.69
8963
1166
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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) (Crusher broken)Stone screening type 'B'
Narsana to Dungari Km 49
11.19
13197
1179
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Narsana to Dungari Km 57
18.41
21708
1179
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Narsana to Dungari Km 73
16.1
18978
1179
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
Narsana to Dungari Km 49
149.25
2835
19
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Narsana to Dungari Km 57
102.5
1947
19
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Narsana to Dungari Km 73
102.5
1947
19
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Providing and applying tack coat on the prepared surface ,with bitumen emulsion 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 ( Including cleaning of Road Surface )
Narsana to Dungari Km 49
149.25
1561
10.46
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Narsana to Dungari Km 57
102.5
1072
10.46
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Narsana to Dungari Km 73
102.5
1072
10.46
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Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, 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 and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 511,112]In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with bitumen VG-30.
Narsana to Dungari Km 49
149.25
11343
76
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Narsana to Dungari Km 57
102.5
7790
76
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Narsana to Dungari Km 73
102.5
7790
76
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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513 Type B - comprising of 2.36 mm to 180 micron size aggregate @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm
Narsana to Dungari Km 49
149.25
4626
31
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Narsana to Dungari Km 57
102.5
3177
31
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Narsana to Dungari Km 73
102.5
3177
31
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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
Narsana to Dungari Km 49
58.52
7139
122
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Narsana to Dungari Km 57
91.36
11145
122
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Narsana to Dungari Km 73
75.7
9235
122
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Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:4:8 mix with stone aggregate 40 mm hand broken aggregate.
Narsana to Dungari Km 49
5.69
18174
3197
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Narsana to Dungari Km 57
9.12
29156
3197
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Narsana to Dungari Km 73
7.3
23330
3197
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Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400]Cement sand mortar 1:6
Narsana to Dungari Km 49
40.21
118900
2957
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Narsana to Dungari Km 57
66.52
196699
2957
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Narsana to Dungari Km 73
55.39
163795
2957
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Providing and laying Plain cement concrete M15 mix with stone aggregate20mm nominal size mechnically mixed and vibrated, in superstucture upto 4 metre above 1.5 metre level from Bed/Ground level.[MoRTH Specification: Clause 1000/1700]
Narsana to Dungari Km 49
0.68
2484
3680
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Narsana to Dungari Km 57
1.1
4048
3680
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Narsana to Dungari Km 73
0.86
3174
3680
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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
Narsana to Dungari Km 49
25
132450
5298
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Narsana to Dungari Km 57
15
79470
5298
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Narsana to Dungari Km 73
22.5
119205
5298
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Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300]
Narsana to Dungari Km 49
23.8
3046
128
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Narsana to Dungari Km 57
38.4
4915
128
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Narsana to Dungari Km 73
30.5
3904
128
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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. Narsana to Dungari Km 57
33
157839
4783
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Narsana to Dungari Km 73
25.88
123760
4783
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