Rajasthan State Mines And Minerals Limited Tender
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Costs
EMD
₹ 2,68,000Document Cost
₹ 4,720Tender Fee
₹ 1,000
Summary
Construction Of Approch Bt Road At Sanu Mines To Sanu Railway Siding
Description
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Contact
Tender Id
2022_RSMML_266649_1Bid Award Id
ViewTender No
Contract 01Tender Authority
Rajasthan State Mines And Minerals Limited ViewPurchaser Address
-Website
http://https://www.rsmm.com/
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Documents
BOQ Items
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) BSR Ref 4.12
2373
-
1213
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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.) BSR Ref 5.1
7910
-
18
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Add extra to item No. 6.1 for additi onal 0.1 Kg per Sqm emulsion BSR Ref 5.1.1
7910
-
6
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Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) BSR Ref 5.2.1
7910
-
6.5
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Add extra to item No. 6.1 for additional 0.1 Kg per Sqm emulsion BSR Ref 5.2.1
7910
-
4
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause No. 507 complete in all respects.) for Grading I ( 40 mm nominal size ) BSR Ref 5.6
700
-
4750
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Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) BSR Ref 5.2
7910
-
6.5
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause No. 509 complete in all respects) VG-30 grade for Grading-I (13 mm nominal size ) BSR Ref 5.8
395
-
6100
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) BSR Ref 8.13
455
-
456
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) BSR Ref 8.15
30
-
539
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) BSR Ref 12.1
176
-
96
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) BSR Ref 12.4
67
-
2837
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification BSR Ref 12.7
89
-
2459
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications BSR Ref 13.4
114
-
2653
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Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 25 mm thick BSR Ref 12.9/ Building BSR
1049
-
137
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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) BSR Ref 9.3
40
-
10546
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) BSR Ref 8.8
1049
-
105
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) BSR Ref 8.6
2
-
13919
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Miscellaneous Items @ 4.5%
1
-
576603.59
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