Construction work of box culvert of 06 nos. (4x4) m span in place of damaged culvert located at Km 1 of Mahevaganj Dubagga link road via Baludih from ShamshanGhat in Lakhimpur-Kheri district.

Bridge Portion Dismantling reinforced cement concrete or reinforced brick work, including stacking of dimantiled matrials as directed by Engineer in charge with in a distance of 60 meters (200 feet) As Per SI No 694

Dismantling Brick work or stone work in lime or cement mortor and i/c stacking material as directed by Engineer Incharge Chapter No. 17 As Per SI No 692

Excavation for structures as oper drawing and technical specifications clause 305.1 including setting out construction of soring and vracing removal of stumps and other deleterious material and disposal unto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work & including watering, dressing etc. rate includes cost of all material, Jabour and T&P etc required for proper completion of the work. Sr. No. 11 (Chapter - 1)

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 superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

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

Construction of only plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

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

Providing and fixing 25 mm thick compressible fibre board in expansion joint complete as per drawing & technical Specification

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

Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.

Poviding Weephole in rainforcement concreet slab abutment, wing wall ith 100 mm dia ac pipe extending through the full width of the ructure with slop of IV:20H towards drawing face complete as per and sorcifacation as MORTH Soze 2706 and 2200

Drainage Spouts complete as per drawing and Technical specification

Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification

Protection Work Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing Not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

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

Hazard Board Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15

Diversion Construction of embankment (Caried Earth) with approved material bined froin availble land as perinitted and approved by Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet rewirement of Tables, 300.1 and 300.2 as per Technical Specification

Providing. laying & fixing of 1000 mm dia R.C.C. Hume pipe & collars of NPP-3 size over first class biding & jointing with cement mortor with flash pointing all materials, labours, t&p etc. required for prope completion of work as per direction E.1.

Laving brick soling layer on prepared sub-grade with brick on end dging according to lines graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer fof earth over brick soling, watering and rolliing etc complete

Approch Road 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 .

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 compresive strength and to form a layer of subbase.

Providing, laying and spreading Material on a prepared sub base 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 compresive strength and to form a layer of base.(WMM)

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 availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Supply of informatory sign boards size 1200X900 mm fabricated with 18 gauge MS sheet fitted in angle iron frame size 40X40X5 mm & 11 fit long 2 legs and a crosss will be in legs proper all electrically welded and printed flex pasted (mounted) as it all complete.

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