Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 2,50,000Document Cost
₹ 1,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MoRTH_755001_1Bid Award Id
ViewTender No
19/03 of 2022-2023Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
(ii) for NH - 151K For Km. 0/000 to 45/400
(a) Laying the mixed materials with paver finisher.
1
3136
3136
(b) Laying the mixed materials manually by the contractor’s labour.
1
3162
3162
(iii) for NH - 151AD For Km. 0/000 to 66/000
(a) Laying the mixed materials with paver finisher.
1
3039
3039
(b) Laying the mixed materials manually by the contractor’s labour.
1
3065
3065
FOR VG 30 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
(a) Laying the mixed materials with paver finisher.
1
3026
3026
(b) Laying the mixed materials manually by the contractor’s labour.
1
3052
3052
(ii) for NH - 151K For Km. 0/000 to 45/400
(a) Laying the mixed materials with paver finisher.
1
3050
3050
(b) Laying the mixed materials manually by the contractor’s labour.
1
3076
3076
(iii) for NH - 151AD For Km. 0/000 to 66/000
(a) Laying the mixed materials with paver finisher.
1
2953
2953
(b) Laying the mixed materials manually by the contractor’s labour.
1
2979
2979
Close Graded Premix Surfacing/Mixed Seal Surfacing (Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b)aggregates using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade including cost of tack coat of emulsion bitumen at rate of 2.00 Kg./10 Sqmt. etc. complete as per MoRTH specification clause No. 508 complete in all respects. )
- FOR VG 40 GRADE
- (i) For NH - 927K For Km. 0/000 to 64/900
(a) Laying the mixed materials with paver finisher.
1
4110
4110
(b) Laying the mixed materials manually by the contractor’s labour.
1
4201
4201
(ii) for NH - 151K For Km. 0/000 to 45/400
(a) Laying the mixed materials with paver finisher.
1
4130
4130
(b) Laying the mixed materials manually by the contractor’s labour.
1
4221
4221
(iii) for NH - 151AD For Km. 0/000 to 66/000
(a) Laying the mixed materials with paver finisher.
1
4044
4044
(b) Laying the mixed materials manually by the contractor’s labour.
1
4135
4135
FOR VG 30 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
(a) Laying the mixed materials with paver finisher.
1
3988
3988
(b) Laying the mixed materials manually by the contractor’s labour.
1
4079
4079
(ii) for NH - 151K For Km. 0/000 to 45/400
(a) Laying the mixed materials with paver finisher.
1
4008
4008
(b) Laying the mixed materials manually by the contractor’s labour.
1
4099
4099
(iii) for NH - 151AD For Km. 0/000 to 66/000
(a) Laying the mixed materials with paver finisher.
1
3922
3922
(b) Laying the mixed materials manually by the contractor’s labour.
1
4013
4013
Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a Single layer construction of compacted crushed coarse aggregates using motor grader for aggregates, key stone chips spreader may be used with application of bituminous binder after a layer, and with key aggregates placed on top of the layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 37.50 mm) As per 5th revision specification.
- FOR VG 40 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
162
162
(ii) for NH - 151K For Km. 0/000 to 45/400
1
164
164
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
154
154
FOR VG 30 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
156
156
(ii) for NH - 151K For Km. 0/000 to 45/400
1
158
158
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
148
148
Providing, laying and rolling of built-up-spray grout of layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder at rate of 15 kg / 10 sqmt for each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being Av.75 mm Including cost of bitumen.
FOR VG 40 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
320
320
(ii) for NH - 151K For Km. 0/000 to 45/400
1
324
324
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
307
307
FOR VG 30 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
308
308
(ii) for NH - 151K For Km. 0/000 to 45/400
1
313
313
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
295
295
Bituminous Concrete: Providing and laying average 30 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour or DMP 60-90 TPH capacity capacity using crushed aggregates of specified grading, premixed with Bituminous Binder minimum of 5.4 % percent by weight of total mix or as per 5th Revisin of MoRT&H Specification of Road and Bridge work, of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification(5th Rev.) clause No. 507 complete in all respects including tack coat with emulsion at 0.2Kg per Sqm on existing road (Grading-II) (13.2 mm Nominal Aggregate size)
FOR VG 40 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
4549
4549
(ii) for NH - 151K For Km. 0/000 to 45/400
1
4440
4440
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
4349
4349
FOR VG 30 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
4411
4411
(ii) for NH - 151K For Km. 0/000 to 45/400
1
4303
4303
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
4211
4211
B. T. Surface painting : Providing and applying surface painting on B.T. surface using bitumen emulsion at the rate of 5 Kg. / 10 sqmt and flushing dust / sand at the rate of 0.06 cum / 10 sqmt as per MoRTH specification.
FOR VG 40 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
44
44
(ii) for NH - 151K For Km. 0/000 to 45/400
1
44
44
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
43
43
FOR VG 30 GRADE
(i) For NH - 927K For Km. 0/000 to 64/900
1
41
41
(ii) for NH - 151K For Km. 0/000 to 45/400
1
42
42
(iii) for NH - 151AD For Km. 0/000 to 66/000
1
41
41
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
1
26
26
Fog Spray : Providing and spraying low viscosity bitumen emulsion @ 0.75 kg per sqm for sealing cracks less than 3 mm wide or incipient fretting or disintegration and existing bituminous surfacing.
1
29
29.9
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