Widening and Strengthening of the Chachaipar Road along the Embankment of the Dohrighat Main Canal (including 5 years of maintenance costs).

Earth Work in Excavation in Trenches :- Excavation for roadway in soil using manual means including lading in truck for carrying of cut earth to embankment sie with all lifts and lead upto 1000 meter.

Construction of Embankment with Material obtained from Borrowpits :- 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.

Compaction of Earth obtained from roadway cutting:- Construction of embankment with approved materials deposited at site from road cutting and excavation from drain and foundation of other structure graded and compacted to meet reqirement of table 300-2 (Only Compaction)

Construction of Subgrade and Earthen Shoulders :- 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

Scarifying of Flexible Pavements:- Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

By Mix in Place Method:- 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Wet Mix Macadem :- Providing, laying, spreding and compacting graded stone aggregate to wet mix macadam specification including preixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base / base couse on well prepared surface and compacting with vibratory roller to achieve the disired density .

Prime Coat :- Providing and applying prime coat with bitumien emulsion on prepared surface of granular Base inlcuding clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechinical means .

Dense Graded Bituminous Macadam (Gradeing -II):- Providing and laying dense graded bituminous macadam Grading-II with 120 TPH batch type HMP producing an average output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects.

Tack Coat on (bitumenus Surface):- Providing and applying tack first coat with VG.- 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm in the norms bituminous surface cleaned with mechanical broom .

Bituminous Concrete Grading - II:- Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 507 complete in all respects.

Construction of 150mm Dia Gul System:- Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect. For Hume Pipe (150 MM dia) And side Brick work Trench

Construction of 150mm Dia Gul System:- PC.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work

Construction of 150mm Dia Gul System:- Supply of 150 mm. Dia pipe.

Construction of 150mm Dia Gul System:- Supply of Coller

Construction of 150mm Dia Gul System:- Laying of 150 mm. Dia pipe.

Construction of 150mm Dia Gool System:- M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work

Construction of 150mm Dia Gul System:- 12 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand .

Construction of 150mm Dia Gul System:- R.C.C ( M-25 Grade) for Chamber Cover

Construction of 150mm Dia Gul System:- Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded.

2.40 M Span over head Cantilever Structure with 150 dia MS one vertical post (Double side retro reflective sign boards) Supply, fixing & eraction of built up Cantilever Structure 2.40 m span comprising of one vertical posts of 7.30 M height made up of 150 mm NB medium class MS pipe as vertical member welded with 10 mm MS plate at top & 10 mm MS plate at bottom. fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant and The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters numerals and borders etc should be as per MoRTH specification No-801.3.7 The work includes construction of RCC Foundation of size 0.60x0.60x1.20 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 stone ballast. RCC M25 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 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, 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.

Caution Board :- (Triangular Board) Providing and erecting direction and place identification retro reflectorized sign as per IRC-67 made of high intensity grade sheeting vide clause 800.1 fixed over aluminium sheeting 2 mm thick over area not exceeding 0.9 sqm supported on mild steel angle iron post 75x75x6 mm firmly fixed to the arround by means of properly designed foundation with M15 grade cement concrete 45x45x60 mm below ground level as per approved drawing complete. (As per IRC-67-2012).

Caution Board :- (Stop Board) Providing and erecting direction and place identification retro reflectorized sign as per IRC-67 made of high intensity grade sheeting vide clause 800.1 fixed over aluminium sheeting 2 mm thick over area not exceeding 0.9 sqm supported on mild steel angle iron post 75x75x6 mm firmly fixed to the arround by means of properly designed foundation with M15 grade cement concrete 45x45x60 mm below ground level as per approved drawing complete. (As per IRC-67-2012).

Caution Board :- (Octagonal Board) Providing and erecting direction and place identification retro reflectorized sign as per IRC-67 made of high intensity grade sheeting vide clause 800.1 fixed over aluminium sheeting 2 mm thick over area not exceeding 0.9 sqm supported on mild steel angle iron post 75x75x6 mm firmly fixed to the arround by means of properly designed foundation with M15 grade cement concrete 45x45x60 mm below ground level as per approved drawing complete. (As per IRC-67-2012).

Retro-Reflective sheeting type IV with 4 mm thick ACM double side Providing and fixing of reflective signs with a corrosion resistsnt 4 mm thick with 0.4 to 0.5 mm both side aluminium complete panel face to fully covered with high intensity prismatic sheeting type -iv AS PER IRC-67-2010 Retro reflective sheeting with MS angle frame of 35x35x3 back frame etc all completea As MORTH 801 Specification.

Thermoplastic painting Providing and laying of hot applied thermo plastic 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 bed as perIRC 35 inclduing cost of all materials , labour , Machinaries , T&P etc. requared for peoper completion of work i/c all other charges and taxes . The finishied surface to be level uniform and free from streks and holes as per MORTH specification no. 803

Rumble Strips Provision of 15 nos. rumble strips coverd with primix bituminous carpet, 5 mm height at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.

Repeated Bar Providing and laying of hot appiled thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 5.00 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes (As per 803 (8.13)

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