Construction work of Minor bridge 5 x 4 x 4 meter place of Talbehat Matatila road (ODR) in KM 1

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MORT&H Specification No. 202 SI No 2.4 (Excluding GST)

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. as per MORT&H Specification No. 304, Sl. No. 15.01 (Excluding GST)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification . As per MORT&H Specification No. 304 S.l No. 15.03 (Excluding GST)

M 15- Plain Cement Concrete complete as per Drawing and Technical Specifications. As per MORT&H Specification No. 1500,1700&2100 S.l No. 15.11`Case II (Excluding GST)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications .As per MORT&H Specification No. 1400&1700 ( A) S.l No. 15.10 (Excluding GST)

RCC Grade M-30 Reinforced Cement Concrete for wall and slab etc. complete as per Drawing and Technical Specifications.As per MORT&H Specification No. 1500,1700 & 2100 S.l No. 15.12 E (Excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 1600 Sl. No. 15.13 (Excluding GST)

Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications. As per MORT&H Specification no. 1300 & 2200 Sl. No. 15.08 (Excluding GST)

Plastering with cement mortar (1:3) on brick work in substructure as per Technical Specifications .As per MORT&H Specification no. 1300 & 2200 Sl. No. 15.09 (Excluding GST)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications .As per MORT&H Specification no. 2706 & 2200 Sl. No. 15.14 (Excluding GST)

Drainage Spouts complete as per drawing and Technical specification. As per MORT&H Specification no. 27000 Sl. No. 14.9 (Excluding GST)

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (Excluding GST)

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC grade M 20) (Case-I: Using concrete Mixer (As per MoRT&H Specification No. 1500, 1700 & 2100) Sl. No. 15.11 B Case II (Excluding GST)

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. (Excluding GST)

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 (Excluding GST)

De-watering in foundation by 5HP Diesel engine pump (Excluding GST)

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. As per MORT&H Specification no. 305 Sl. No. 3.16 (Excluding GST)

Supply & laying , jointing of NP-4 Hume Pipe 1000 mm dia (S&S Type) up to site. (Excluding GST)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 . As per MORT&H Specification no. 401 Sl. No. 4.01 B (Excluding GST)

Providing and Laying of 80mm Interlocking Coctreate block pavement (Excluding GST)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 2 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. As per MORT&H Specification no. 404 Sl. No. 4.11(A) (Excluding GST)

Water Bound Macadam (Grading-II) (53 mm to 22.4mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 2 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. As per MORT&H Specification no. 404 Sl. No. 4.11 A (Excluding GST)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORT&H Specification no. 502 A(i) Sl. No. 5.1 (Excluding GST)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Specification no. 503(ii) Sl. No.5.2 (Excluding GST)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades .As per MORT&H Specification no. 510 Sl. No.5.07 (Excluding GST)

Providing and laying of premix seal coat Type B with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade..As per MORT&H Specification no. 509 Sl. No.5.09 (Excluding GST)

Construction of Sub-grade and earthen Shoulders with approved material obtained from borrow pits with all lifts & leads transporting to site, spreading ,grading to required slope and compacted to meet requirement of Table No. 300-2As per MORT&H Specification no. 305 Sl. No.3.18 (Excluding GST)

Providing and fixing of reflective sinage with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with Hight intensity prismatic sheeting type IV as per IRC-67-2012 (Excluding GST)

TRAFFIC SIGN -HAZARD MARKER (LEFT/RIGHT) providing and fixing of retroreflectorised cautionary, madatory and informatory sign as per IRC 67 made of high intenity grade sheeting vide clause 801.3 fixed over cover aluminium sheeting , 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concreate 45cmx45cmx60cm, 60cm below ground level as per approved drawing. (Excluding GST)

Providing and erecting "W" metal beam crash barrier comprising of 3 mm thick comugated 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 at steel parts and fitments to be gaivarised by hot dip process all fittings to conform to IS: 367 and IS: 1364 metal team 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 810(Excluding GST)