Janpad Lakhimpur Kheri me Rausa Guthunabujurg Ko Lakhimpur Mohammdi Road se Jodna Link Road Km 1 me 1x6x4 mtr span ke box culvert ka nirman karya

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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days.

Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, as per drawing and technical specifications Clause 1301 (Flat Stone)

Providing and laying reinforced cement concrete M 25 grade in Oprn foundation as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Drainage Spouts complete as per drawing and Technical specification

Supply and laying one layer of tafelt or any other Equivalent insulting material at the joints of two slab & cover bed block as Expension joint I/C Supply of all material labour T&P for proper completion of work as per direction of E/I

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Dismantling work of old structures

Running of 5 HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories as site including cost of pol NS page-57

Construction of Diversion for Minor Bridge Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

Supply and laying of RCC Hume pipe 1000mm dia including cost of all material, carriage upto site, loading and unloading, all labour and taxes, work complete as per direction of E/I for cross drainage in route diversion.

Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work.As Per SI No 762(b)

Approach road Construction of embanlment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with lend upto 1000 m as per Technical Specification Clause 301.5

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .

Providing and applying tack coat with VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to 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 three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat .

Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .

Construction of Shoulder with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with lend upto 1000 m as per Technical Specification Clause 301.5

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder