Construction of a 5X12 00 m span minor bridge approach road additional approach road and protective work in place of the damaged bridge built on the embankment of Sharda river on Srinagar Khagaipurwa Badagaon road in Lakhimpur Kheri district

Bridge Portion Boring with hydraulic piling rigs with power units, providing and installing cast in situ u angle under remed piles cap in M-25 cement concrrete, to carry a safe working load not less than specified exluding the cost of steel reinforcement but incuding the cost of boring wiith bentonite solution and the length of the pile to be embedded in pilee cap e.t.cx all complete (Length of pile for payment shall be measured upto to the bottom of (pile cap) 500 mm Dia pile DSR 2.6.1

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platfrom by Kentledge/Anchor piles method and preparation of pile head or construction of tesr cap and dismantling of test capo after vtest etc. complete as per speciufication & the direction Of Engineer in charge. Note: 1 Intial and Routine Load Test Shall not be carried out by Dynamic mthod of tsting Note:2 Testing agency shall submit the design og loading for the approval of Engineer-in-Charge Single pile upto 50 Tonne Safe capcity lnitial Testt (Test load 2.5 times the safe capcity)

Rountine test ((Test load 1.5 times the safe capcity)

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.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

Providing and laying reinforced cement concrete M 25 grade in Foundation (in Pile cap) as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

M 25 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns

M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure back walls

M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure wing walls

M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure

Supplying fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and Technical Specifications clauses 1000 and 1202

Supplying fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and Technical Specifications clauses 1000 and 1203

Supplying fitting and placing HYSD bar reinforcement in Sub Structure complete as per drawing and Technical Specifications clauses 1000 and 1204

Supplying fitting and placing HYSD bar reinforcement in Super Structure complete as per drawing and Technical Specifications clauses 1000 and 1205

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation

Drainage Spouts complete as per drawing and Technical specification 100 mm dia

Plain cement concrement 1:3:6 nominal mix in Sub Structure with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications

Supply, fitting and fixing in positions true to line and level 500x 250x 8 mm size elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001)

Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.

Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete.

Diversion 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 .

Brick bats filling in fundaction for making firm ground including all complit as per direction of E/I As Per SOR Chepter-1 SI No.2(C)

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)

Approch Road 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.

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 rhe road foller at OMC to achieve the desired unconfined compressived strength and to from a layer of sub-base. MoRTH Spec 403

Providing laying and spreading material on a prepared sub base cement @4% by ewight to rhe spread meterial manually mixing in place with rotavator and compacting with the road roller at OMC to achueve the desired unconfined compressive strength and to form a layer of base MoRTH Spec 405

Providing and laying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.35 Kg. (as per UPPWD) Per sqm on the prepared primed granular surface cleaned with mechanical broom

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 of Type as per Technical Specification Clause 5.9-508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510.

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.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C. Grade M 10)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203

15 mm thick plaster with Cement & coarse sand in 1:3 proportion over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc .required for proper completion of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(PCC Grade M20)

Add Approch Road Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3

Construction of embankment with apporved material obtained from borrow pits with attl ifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per Tecnical Specification Clause 301.5

Construction of embankment with approved material deposite at site from raodway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of tavles 300.1 and 300.2 as per technical specitication clause 301.5(only Compaction)

Construction of granular subbase by providing Well grade material, spreading in uniform layers with Motar grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotarater at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.

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 rhe road foller at OMC to achieve the desired unconfined compressived strength and to from a layer of sub-base. MoRTH Spec 403

Providing laying and spreading material on a prepared sub base cement @4% by ewight to rhe spread meterial manually mixing in place with rotavator and compacting with the road roller at OMC to achueve the desired unconfined compressive strength and to form a layer of base MoRTH Spec 405

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 of Type as per Technical Specification Clause 5.9-508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510.

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.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203

Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 2 C)

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Supplly 600mm dia R.C.C. Hume Pipe NP-3 with coller complete Si no 5/3

laying and fixing of 600mm dia R.C.C. Hume Pipe NP-3 with coller complete

Providing and Fixing of Km and Hectometer stone, Sign. Board etc.

Protection Works Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification.

Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 40 kg beyond curtain wall

Type - A, "W": Metal Beam Crash Barrier (8.23) Providing and erecting a W" metal beam crash barrier comprising of 3 m thick corrugated sheet metal beam rail, 07cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 5 7 x 5 m spaced 2 m centre ot centre, 8.1 m high, 1.m1 below ground/road level, al steel parts and fitments ot be galvanised by hot dpi process, al fittings ot conform ot IS:1367 and SI: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm. 330 mm long complete

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