Symbal Choya to Kanjli Chhapanoou

Earthwork in excavation for structures as per approved structural drawings and confirming to MoRTH Technical Specifications clauses 304, 112, 311 and other relevant clauses including settling out as per clause 109, construction of shoring and bracing, removal of stumps and other deleterious material and disposal including all lifts, carriage and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil (Soft soil/Hard soil/ Soft rock/Hard rock requiring Blasting or chiseling), including any dewatering required/involved, Complete job.

Providing and laying of PCC Grade M-15 for Plain Cement Concrete using 53 Grade OPC cement of approved brand and sand of approved quality in open foundation as per approved structural drawings and confirming to MoRTH Technical Specifications clauses 802,803,1000,1700 and other relevant clauses of nominal mix(1 Cement:3 sand: 6 stone aggregates) including form work as per clause 1500,including all leads,lifts,curing,tools,plants,equipments and all types of carriages etc.,complete job.

Providing and laying of PCC Grade M-15 in levelling course below approach slab as per approved structural drawings & confirming to MoRTH Technical Specifications clauses 802,803,1000,1700 and other relevant clauses using approved quality of sand and 53 grade of OPC cement of nominal mix(1 Cement:3 sand: 6 stone aggregates) including form work as per clause 1500,including all leads,lifts,curing,tools,plants,equipments and all types of carriages etc.,complete job.

Providing and laying of RCC Grade M-25 in Sub Structure as per approved structural drawings & confirming to MoRTH Technical specification Clauses 1000,802,803,1006,2200,1700 and other relevant clauses using approved quality of sand and 53 Grade OPC cement of approved brand as per design mix and using weigh batching transit concrete mixer/RMC including formwork as per clause 1500 including all leads, lifts, curing, concrete pumps, tests, admixtures of approved brand, tools, plants, equipments etc and all types of carriages etc., complete job.

Providing and laying of RCC Grade M-30 in Open foundation as per approved structural drawings & confirming to MoRTH Technical specification Clauses 1000,802,803,1006,2100,1700 and other relevant clauses using approved quality of sand and 53 Grade OPC cement of approved brand as per design mix and using weigh batching transit concrete mixer/RMC including formwork as per clause 1500 including all leads, lifts, curing, concrete pumps, tests, admixtures of approved brand, tools, plants, equipments etc and all types of carriages etc., complete job.

Providing and laying of RCC Grade M-30 in Sub structure as per approved structural drawings & confirming to MoRTH Technical specification Clauses 1000,802,803,1006,2200,1700 and other relevant clauses using approved quality of sand and 53 Grade OPC cement of approved brand as per design mix and using weigh batching transit concrete mixer/RMC including formwork as per clause 1500 including all leads, lifts, curing, concrete pumps, tests, admixtures of approved brand, tools, plants, equipments etc and all types of carriages etc., complete job.

Providing and laying of RCC Grade M-30 in Superstructure as per approved structural drawings & confirming to MoRTH Technical specification Clauses 1000,802,803,1006,2300,1700 and other relevant clauses using approved quality of sand and 53 Grade OPC cement of approved brand as per design mix and using weigh batching transit concrete mixer/RMC including formwork as per clause 1500 including all leads, lifts, curing, concrete pumps, tests, admixtures of approved brand, tools, plants, equipments etc and all types of carriages etc., complete job.

Providing and laying of RCC M30 in approach slabs using approved quality of sand and 53 grade of OPC cement, as per design mix and using weigh Batching transit mixer/RMC and as per approved structural drawings and confirming to MoRTH Technical specifications clauses 1000,802,803,2704,1600,1009.3.1,1700 and other relevant clauses including form work as per clause 1500 and reinforcements including all types of carriages, leads and lifts and including concrete pumps, curing, admixtures of approved brand, tools, plants, equipments etc, complete job.

Supplying,fitting and placing of TMT(Fe500/Fe500D and above) HYSD bars Reinforcement in foundation including cutting, straightening, bending, fabricating, sorting and binding with mild steel annealed binding wire of 18 SWG as per approved structurad drawings and confirming to MoRTH Technical specifications clauses 1000,1600,1009.3.1 and other relevant clauses and including all carriages, handling, re-handling etc., complete job.

Supplying,fitting and placing of TMT(Fe500/Fe500D and above) HYSD bars Reinforcement in substructure including cutting, straightening, bending, fabricating, sorting and binding with mild steel annealed binding wire of 18 SWG as per approved structurad drawings and confirming to MoRTH Technical specifications clauses 1000,1600,2200,1009.3.1 and other relevant clauses and including all carriages, handling, re-handling etc., complete job.

Supplying,fitting and placing of TMT(Fe500/Fe500D and above) HYSD bars Reinforcement in Superstructure including cutting, straightening, bending, fabricating, sorting and binding with mild steel annealed binding wire of 18 SWG as per approved drawings and confirming to MoRTH Technical specifications clauses 1000,1600,2300,1009.3.1 and other relevant clauses and including all carriages, handling, re-handling etc., complete job.

Supplying,fitting and fixing in position true to line and level POT-PTFE bearing (pin,Spherical,Sliding,anti-uplift bearing etc) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals,PTFE surface sliding against stainless steel mating surface,complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC : 83 PART-I & II respectively and other parts confirming to BS:5400 ,section 9.1 and 9.2 complete as per approved structural drawings and confirming to MoRTH technical specifications clause 2006 and other relevant clauses, complete job.

Supply fabrication and erection of structural steel of E 250 and above as per detailed structural design drawings. Supply of all structural steel confirming to I.S. IS 2062 required for proper completion of bridge including one coat of approved quality anti corrosive red oxide paint confirming I.S. 5660 as per specification and drawings including all tools and Plants (T&P) etc. equipments nuts, washers & bolts o f 8.8 Grade and above of approved brand. The rates shall include ground erection in the workshop and its dismantling after inspection, removing of defects and approval, match making of all parts numberings and proper stacking in the permises of workshop before cartage to the site of work. The work shall be executed in accordance with I. S 1915-- 1961 and IRC:SP:104-2015 and their latest revision shall be applicable. The welding consumable shall conform to the revelant IS code for this job. The rate shall including cost of all materials, its wastage and cutting, bending if required, welding, making holes, hoisting, fixing in position, launching etc. including three coats of synthetic enamel paint, labour etc. all required equipments should be arranged by the contractor at his own cost, which shall be taken back by the contractor after satisfactory execution of jobs. Erection of stell truss/Girder bridge to be.

Providing and laying Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians constructed in M40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given complete as per drawing and technical specifications complete.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per drawing and technical specifications complete to be installed by manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation and as per tecnhical specifications clause 1209

Using Sandy material

Providing and laying in position 65mm thick bituminous concrete laid in single layer complete as per drawings and technical specifications sections 500 and 2700.

Providng and laying of filter media with granular crushed aggregates with thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutments,wing walls, return walls to the full height, compacted to firm conditions complete as per approved structural drawings and confirming to MoRTH Technical specifications clauses 2504.2.2,table 300-3 and other relevant clauses, complete job.

Providing and fitting Drainage spouts as per approved structural drawings and confirming to MoRTH Technical Specifications clause 2705,and other relevant clauses and as directed by the engineer in charge, complete job.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and technical specification clause 1701

Providing and placing of weep holes in stone masonary/reinforced cement concrete abutment, wing walls/ return walls etc. with 100mm dia AC/PVC/HDPE pipes extending through the full width of the structure with slope of 1 in 20 towards drawing face complete as per approved structural drawing and confirming to MoRTH technical specification Clauses 1409,2206.4,2706 and other relevant clauses.

Clearing and grubbing road land( by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness conforming to MoRTH technical specifications clause 201.1 and other relevant clauses and as per direction of E/I, complete job.

Construction of embankment with material obtained from borrow pits including all lifts and all types of carriages, transporting to the site, spreading, grading to required slope and compacting to meet requirements of MoRTH specifications table 300.1 and 300.2 conforming to MoRTH technical specification clause 305 and other relevant clauses, complete job.

Construction of Subgrade with approved material obtained from borrow pits including all lifts and all types of carriages ,transporting to site, spreading, grading to required slope and compacted to meet requirements of MoRTH Specifications Table 300.2 confirming to MoRTH technical specifications clause 305.3 and other relevant clauses, complete job.

Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1 and 400.2) spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete confirming to MoRTH technical specification clause 401 and other relevant clauses including all leads , lifts,all types of carriages, including loading and unloading complete for Grading I material, complete job.

Providing , laying, spreading & compacting stone aggregate of specificsize to water bound macadam specification including spearding in uniform thickness(75 mm thick), hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming , stone screening / binding material to fill up the interstices of course agreegate watering and compacting to the required density Grading II as per MoRTH Techinical specification clause 404 and other relevant clauses including all leads, lifts and carriages, complete job

Providing , laying, spreading & compacting stone aggregate of specificsize to water bound macadam specification including spearding in uniform thickness (75mm thick) hand picking rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming , stone screening / binding material to fill up the interstices of course agreegate watering and compacting to the required density Grading III as per MoRTH Techinical specification clause 405 and other relevent clauses including all leads, lifts and carriages, complete job.

Providing and applying Primer Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.20 Kg/Sqm using mechanical means conferming to morth technical specification clause 502 and other relevent clauses including all leads, lifts all types of carriages, loading and unloading etc complete job. (Low Porosity)

Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom conferming to morth technical specification clause 503 and other relevent clauses including leads, lifts, all types of carriages, loading and unloading etc complete job.

Providing & laying 50 mm thick bituminous macadam wearing coat with Hot mix plant using crushed aggregates of Grading as per Table 500.6 premixed with bituminous binder, as per table 500.7 and transported to site laid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compaction conferming to Morth Technical Specifications Clause 504 and other relevent clauses including all leads, lifts, all types of carriages loading and un-loading etc complete job.

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat of either Type-A or Type-B or Type-C conferming to MoRTH technical specification clause 510 and other relevent clauses including lead, lifts all types of carriages loading and unloading etc complete job.

(Bitumen (S-90)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B conferming to Morth technical specification clause 511 and other relevent clauses including all lead, lifts all types of carriages of typical, loading and unloading etc complete. (Bitumen (S-90)