Construction of 3x10 box culvert in place of damaged minor bridge at Km-02 of Sidhauli-Biswan Road (MDR).

Dismantling Brickwork or stone work in lime and cement mortar and including stacking of material as directed by E/I with in a distance of 60 mtr (200feet) As per sor Item no 692 0f Chap-17

Dismantling reinforcement cement concrete or reinforcment brick work including stacking of material as directed by E/I with in a distance of 60 mtr (200feet) As per sor Item no 694 0f Chap-17

Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering 1:3:6 graded stone 40 mm nomoinal size SOR

Providing and laying reinforced cement concrete M 25 grade in superstructure 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/Reinfored concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV 20H Towards drawing foce, complete as per drawing and techincal specification.

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

Drainage spouts complete as per drawing and technicla specification

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2.

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets

Brick soiling with straight overburnt brick laid on edge and dry including preparation of subgrade to prescribed camber and including supply of briks, filling joints, with local earth spreading blinding coats 1 cm. (3/8") deep of local earth of P.1. 5 to 7 or sand over the entire surface & including labour and T&P etc. required for proper completion of work. CH 20 Item 762 b SOR

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 graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared suface of granular base including clearing of road surface and spraying primer at the rate of 0.9 kg/sqm using mechanical means

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9sqm. Supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly designed foundation with M15grade cement concrete 45cm x 45cm x 60cm below ground level as per approved drawing complete. SOR Sr no 19 A-place Identification

B-Bridge ahead

C-Flexible Median Marker

D-Work in progress

E-Diversion Ahead

G-Cat Eyes

TRAFFIC SIGNS - HAZARD MARKER (LEFT & Right) 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 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing SOR Lucknow Ch 26 Sr no 2

Road Marking with HotApplied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and hole SOR Lucknow Ch 26 Sr no 18(10)

Road Marking with HotApplied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and hole SOR Lucknow Ch 26 Sr no 18(10)

Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS: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 as per clause 811 SOR Lucknow Ch 26 Sr no 27

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