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| 1 | 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 the site, spreading, grading to required slope, compacting to meet requirement of table 300-2) :- Rolling with Vibratory Roller |
| 2 | 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) |
| 3 | Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specification. PCC Grade M20 , Height up to 5 m |
| 4 | Supplying and laying (properly as per design and drawing) rip-rap with goodquality 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. |
| 5 | 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) |
| 6 | 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 perspecification and direction of E/l |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth Level :- 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | Providing and laying in position specified grade of reinforce cement concrete excluding the cost of centering, shuttering and finishing and reinforcement- 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) |
| 9 | Centering and Shuttering including strutting, propping etc and removal of from forFoundation , footing , bases of columns etc for mass concrete. |
| 10 | Providing Tor steel reinforcement of 8mm.dia. rods as per approvedTMTFe 500{only valid for TATA (Tiscon),SAIL, JSPL, Electrosteel steels ltd, Bokaro and Vizag (RINL)} |
| 11 | Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia. Bars as per approved design and drawing -do-do- (a)10mm (TMTFe 500){only valid for TATA (Tiscon),SAIL, JSPL, Electrosteel steels ltd, Bokaro and Vizag (RINL)} |
| 12 | Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia. Bars as per approved design and drawing -do-do- (b)12mm (TMTFe 500){only valid for TATA (Tiscon),SAIL, JSPL, Electrosteel steels ltd, Bokaro and Vizag (RINL)} |
| 13 | Providing and fixing on wall face unplasticised RigidPVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.75 mm diameter metre |
| 14 | Carraige of Materials |
| 15 | (a) StoneAgreegate (Metal) |
| 16 | (b) Stone Chips |
| 17 | (c) Cement |
| 18 | (d) Sand |
| 19 | (e) Stone boulder |
| 20 | (g) Reinforcement |
| 21 | Add GST 12% |
| 22 | Add Labour Cess 1% |
