Widening and Strengthening work of N.H.-25 to Badhauli Mungishapur Road (O.D.R.) in Km. 1.00 to 16(250)

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (As per Morth Specification 3.06 (301))

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (As per Morth Specification 3.16 (305))

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (As per Morth Specification 3.18 (305))

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.(compaction only) (As per Morth Specification 3.17 (305))

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (As per Morth Specification 4.01 (401))

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (As per Morth Specification 4.14 (406))

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub-base/subgrade and compacitng with the road roller to achieve the desired density.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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. 5.04 (505) complete in all respects.

Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.02 (503).

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent 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. 5.05(507) complete in all respects.

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. (As per Morth Specification 9.03 (304))

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications 1300. (As per Morth Specification 13.01 (1300))

Plain/Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications 15.11(1500, 1700 & 2100).

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications 13.02 (1300 & 2200)

Plain/Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications 15.11(1500, 1700 & 2100).

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 15.13(1600).

Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume Pipe (As per Mord Specification 9.6 (1100))

Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing.

12 m-15 m Span Over Head Structure with 300 dia M S-two vertical post Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of three vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge S.B) RCC with 1:2:4 (cement, coarse sand and 20 mm stone grit) including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge.

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. 90 cm equilateral tringle with diffinitation plate size (20cmx60cm) Cautionary Warning Signs

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. 90 cm high octagon Stop Sign Board

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. 50 x 60 cm single Chevron Board

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. 30 x 90 cm (Left/Right) Object Hazard Board

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. 60 cm circular with diffinitation plate size (20cmx60cm) Speed Limit Board

Providing & laying of hot applied Thermoplastic compound 2.5 mm. thick i/c 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 & free from streaks & holes. as per LUCKNOW SOR CH26 SN 2

Ashok Kumar Chhabra Constructions Pvt.Ltd.

M/S YATINDRA KUMAR TRIPATHI

M/S SURYANSH INFRA DEVELOPERS PVT LTD

M/S DEEPAK KUMAR AGARWAL

SRS EXPRESS PRIVATE LIMITED

DELTA ERECTORS PVT LTD

M/s PBC Infrastructure India Private Limited

M/s Raj Laxmi Enterprises

M/S SHUBH CONSTRUCTION

M/s S S Associates, Alld