Construction of Road and Culvert from (a) Raju Hotel Kanke Outer Ring Road to Maharana Pratap Chowk Hochar to Shree Digital Point Hochar (b) Near Kanchan Fuels Ring Road to Gumla Petrol Pump, Rohtash Nagar, Saparom under RRDA Area, Ranchi

Amount

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, cost of watering, rolling & compaction.

Embankment Construction with Material Obtained from Borrow Pits (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 Rolling with vibratory roller.

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) :- Construction of granular sub-base by providing coarse 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-II Material)

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) :- Construction of granular sub-base by providing coarse 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-III Material)

Compacting Original ground supporting subgrade (Loosening of the ground upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirement to table 300-2 for subgrade construction.) Rolling with Vibratory Roller

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-II material

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-III material

Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specification. PCC Grade M20 , Height up to 5 m

Construction of Subgrade and Earthen Shoulders (Construction of Subgrade and Earthen Shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slop and compacted to meet requirement of table No. 300-2) Rolling with vibratory roller. (for Moorum)

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 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 earthwork in hard soil as per specification & direction of E/I.(vide classification of soil item-B)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l

Supplying and laying (properly ) as per design and drawing rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Providing and laying in position specified grade of reinforce cement concrete excluding the cost of centering, shuttering and finishing and reinforceent - all work up to plinth level; 1:1.5:3 (1 cement: 1.5 course sand (zone-lll): 3 graded stone aggregate 20 mm nominal size)

Centering and Shuttering including strutting, propping etc and removal of from for Foundation , footing , bases of columns etc for mass concrete.

Providing Tor steel reinforcement of 8mm./10mm dia. rods as per approved TMT Fe 500{only valid for TATA (Tiscon),SAIL, JSPL, Electrosteel steels ltd, Bokaro and Vizag (RINL)}

Providing Tor steel reinforcement of 10mm, 12mm & 16 mm 0dia. rods as per approved ---do---- (b) 12 mm (TMT Fe 500) {Only Valid for TATA (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd, Bokaro and Vizag (RINL)}

Providing Tor steel reinforcement of 10mm, 12mm & 16 mm 0dia. rods as per approved ---do---do- (b) 12 mm (TMT Fe 500) {Only Valid for TATA (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd, Bokaro and Vizag (RINL)}

Providing weep holes in Brick masonay/Plain/Rainforced 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 toward drawing foce. Complete as per drawing and Technical specification

Moorum

CARRAIGE OF MATERIAL (Hochar)

(a) Cement

(b) Sand

(c) Stone Chips

(d) Stone Boulder

(e) Reinforcement

(f) Stone Agreegate (Metal)

(g)Moorum

CARRAIGE OF MATERIAL (Saparom)

(a) Stone Agreegate (Metal)

(b) Stone Chips

(c) Cement

(d) Sand

(e) Moorum

(f) Reinforcement

(g) Stone boulder

Add 12% GST (In Basic Rate Must Enter 12)

Add 1% Labour Cess (In Basic Rate Must Enter 1)

M/S P L Construction