CONSTRUCTION OF PCC ROAD FROM GRAM GURDI KUSMAHA TOLA PRATHMIC SCHOOL TO HOUSE OF CHHATAN DEV URWAN (L-0.630KM.)

Clearing Grass and Removal of Rubbish Clearing Grass and Removal of Rubbish up to distance of 30m outside the periphery of the area as per technical Specifiction Clouse 201. By manual Means

Clearing and Grubbing Road Land Clearing and Grubbing Road Land including uprooting wild vegetation grass bushes, shrubs, spalings and trees of grith upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. as per technical Specifiction Clouse 201. By Machanical Means

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Compacting Orignal Ground Loosening Levelling and Compacting orignal ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per technical Specification Clouse 301.4.1

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.

Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-I Material

Cement Concrete Pavement 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

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

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over 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 designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular

Direction and Place Identification signs upto 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (with manual means in ordinary soil & Depth upto 3m)

Construction of dry rubble flooring at cross drainage works for relatively less important works.complete as per drawings and technical specifications

PCC Grade M15 in Foundation Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonary in C.M. 1:3 in substructure. in Drain & in Retaining Wall

Course Rubble Masonary (in cement mortar (1:4) in Foundation stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clouse 702,704,1202 & 1203

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (P.C.C. Grade M-15 in Coping)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

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

R.C.C. grade M-25 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (for hight upto 5 m) in Dack Slab

Cement concrete pipe NP-3 300 mm dia providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106

Cement concrete pipe NP-4 600 mm dia providing and laying reainforced cement concrete pipe NP4 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106

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

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

Labour Cess -