Construction of Road from Puja Pandal to Gowaladih via Sunil singh house on side Wat talla via Madan rai house. (L-1.250 Km.)

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201

Clearing and grubbing road land including uprooting wild viegetation, grass, bushes, saplings and trees of girth upto 300 mm removal of stumps of such tree cut earlire and disposal of unserviceable matrials and stacking of serviceable materal to be used or auctioned, upto a lead of 1000 m including removal and disposal of top Specification Clause 201.

Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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. 300-2)

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Rolling with smooth wheeled roller

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1) 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. With Grading-I Material

Construction of un-reinforced, dowel jointed at expansion and construction joint 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 M30 (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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)

Direction and Place Identification signs with size more than 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

Providing and erecting direction and place identification retro-reflectorised sign as per approved drawing

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.

Construction of dry rubble flooring at cross drainage works for relatively less important works.

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. (P.C.C. Grade M-15)

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble Masonry Work in Cement Mortar 1:3 in foundation

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry Work in Cement Mortar 1:3 in S/S

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coarse Rubble Masonary in C.M. (1:3) in sub-structure

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-15)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-20 in Cover Slab)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab)

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

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

Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications

Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Material)

Goods & Service Tax (G.S.T.) -

Labour Cess -