Construction of PCC Road In Tola Barki Gargali, Block-Mandu, Ramgarh

Amount

Clearing grass andremoval of rubbish upto a distance of 30 meters outside the periphery of the area as per technical specification clause 201.

Excavation of road work in soil with hydraulic excavator including cutting and loading in tippers, trimmimg bottom and side slope in accordance with requirement of line grade and cross section and transporting to the embankment location within all lifts & lead upto 1000meter etc.

Compacting Original ground supporting Subgrade (Loosening of the ground a level of 500mm below the sub-grade level, watered,graded and compacted in layers to meet requirement of Table 300-2 for subgrade construction)

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 in layers to meet requirement of Table 300-2.

Construction of granular sub-base(for grading-I material) byproviding close graded material,spreading to uniform layers with motor graded on prepared surface, mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve desired density complete as per technical specification.

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 M-30 grade,coarse or fine aggregate conforming to IS:P383……….curing of concrete slabs for 14 days

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 and backfilling with approved material.) Box cutting

Providing PCC M-15 in open foundation complete as per drawing and technical specifications

Random Rubble Masonry Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification

Random Rubble Masonry Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

PCC Grade M20 in open foundation complete as per drawing and 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

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

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.

Earthwork in exacavation in foundation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.

Extra for earthwok in hard soil as per specification and direction of E/I. (Vide classification of soil item - B).

Providing coarse clean sand in filling in foundation trenches or in plinth in layers not exceeding 1.50 mm thick including ramming and watering with all leads, cost of material, labour, royally and taxes all complete as per building specification and d.

Providing designation 75 B one brick flat soiling joints filled with local sand including cost of watering taxes, royalty all complete as ..E/I.

Providing P.C.C. M-15 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of 2.5 to 3.0 including screening, shuttering and its removal, mixing cement concrete in mixer.

Providing designation 75 B brick in C.M (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, costs of screening materials, raking out joints to 15 mm depth, curing taxes and royally all complete as per building specification and direction of E/I.

Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing TMT steel reinforcement 8mm dia rods to 12mm dia as per approved design and drawing excluding carriage of M.S. roads (Straight or in coils) to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

Providing, hoisting and fixing above plinth level up to floor five level precast Reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Carriage of material

(a) Sand, lead 10 km

(b) Stone chips, lead 20 km

(c) Boulder, lead 20 km

(D)BRICK,lead 8 km

Add 18 % GST (in Basic Rate must fill 12)

Add 1% Labour Cess (in Basic Rate must fill 1)

Agrawal Chapakal Centre (BID ID -672796)

NARAYANA CONSTRUCTION (BID ID -672893)