Construction work of 3 x 12.50 m span RCC minor bridge, approach road and additional approach road on Kadunala (Naiya Nala) near Gungemau connecting development block Jagdishpur and development block Jamo in Amethi district

Providing & construction one span service road to reach Island location one pier to another piers. Depth of water 1.00 m

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well for 5.5 mm dia well.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification.

Plain Cement Concrete M 15 Grade ,in falls steining of bridge complete as per Drawing and Technical Specification.

Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 7 (1) 0.00 to 3.00 mtr.

7 (2) 3.00 to 10.00 mtr.

7 (3) 10.00 to 16.00 mtr.

Plain/Reinforced Cement Concrete,M 30 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification.

Sand Filling in Wells complete as per Drawing and Technical Specifications.

Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications

Reinforced Cement Concrete M 30 Grade ,in Substructure of bridge complete as per Drawing and Technical Specification.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to be as per IRC 83 PART II section IX Clause 2005 of MoRTH & H specification complete as per drawing & technical specification.Considering an elastomeric bearing of size 630 x 400 x 0.70 mm .

Furnishing and Placing Reinforced cement concrete Grade M -35 in super-structure as per drawing and Technical Specification

Plain Cement Concrete M-40 Grade ,in Super structure Footpath of bridge complete as per Drawing and Technical Specification.

Plain Cement Concrete M 30 Grade ,in Super structure Footpath of bridge complete as per Drawing and Technical Specification.

Plain Cement Concrete M 15 Grade ,in Aproch Slab of bridge complete as per Drawing and Technical Specification.

Plain Cement Concrete M 30 Grade ,in Aproch Slab of bridge complete as per Drawing and Technical Specification.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Construction of RCC railing of M-40 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.

Drainage Spouts complete as per drawing and Technical specification

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Back filling behing the under approch Slab by Sand.

Providing and laying Filter material side of aboutrment and wing wall complete as per drawing and Technical specification

Approach and Add. Approach Road (Gungemau and Gaura Side) Jungle clearance including uprooting of trunk vegetations grass bush and sapling of girth upto 30 cm. At a height of one meter above ground level and removal of rubbish up to a distance of 50 mtr. Outside the periphri of area cleaned.

Earth work in embankment with carted earth for 1 km. Lead in ordinary soil excavation to be done in regular pits not exceeding 1/2 mt. In depth and work in embankment to be done in 20 cm. Layesr including ramming and dressing the surface to required levels and slops and also including 1.50 m lift and 30 mtr. lead macanically compacted with road roller 95% P.D. as per direction by E/I.

Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

Providing, laying and spreading Material on a prepared sub grade, adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

Providng and applying tack coat with bitumen Vg-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous /granular surface cleaned with machanical broom.

Providing, laying and rolling of open graded primix surface of 20 mm thickness composed of 13.2 mm to 5.6 mm girt @ 0.27 cum per 10 sqm aggregate using VG 10 bitumen to required line, grade and level to serve as wearing course including mixing of material in a mixall and rolling with a smooth wheeled roller 8-10 tonne capacity finished to required level and gared including cost of VG 10 stone grit, labour, T&P and all taxes, royalty, etc, complete.

Providing and laying of premix seal coat sealing the void in a bitumenous surface laid to be specified levels, grade and cross fall using Type C grade as per technical specification clause SL No. 5.12 B case III MORD 510 including cost VG 10 stone grit, labour, T&P and all taxes royalty etc. complete.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification

Construction of H.P. culverts 900mm dia NP3 H.P. Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect.

Cement concrete with 4 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280

150 Class B/W in (1:4) cement and fine sand 1.25 finess modelus in error in foundation and plinth including supply of all materials, labour T&P etc. complete as per S.L.No. 305

Supply of 900 mm NP3 Hume Pipe and its coller including cartage etc. complete.

Layaing of 900mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete.

Rulled Pointing with cement mortal (1:2) consisting one part of cement and two part of fine sand including supply of all materials, labour T&P etc complete as per S.L.No. 574

Providing & Laying of GSB upto Half depth arround pipes as per direction of Engg-in-Charge

Protection Work- (Gungemau and Gaura Side) Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Construction of K.C. Drain on both side of approach road near bridge.

Construction of Schute Drain on both side of approach road near bridge.

Brick on edge flooring with bricks of class-150 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:6 (1cement : 6 coarse sand) ref.No. 11.1.1

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