| | Sector | abcHouse / Building | Tender Value | INR 1.29 Crore approx. | | Location | Bihar - India | Ref.No | 90726609 | | Closing Date | 22 - Dec - 2025 | | | | Demolishing (P.C.C.) cement concrete and disposal of material within 50 metre lead 124 or richer mix all complete as per building specifications and direction of Engineer-in-Charge. Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus within a lead of 50 m All Kinds of soil all complete as per building specifications and direction of E/I. Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing all complete job as per specification and direction of E/I. Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 136 (1 cement 3 Coarse Sand 6 Grade Stone Aggregate 20 mm nominal size) etc. all complete as per building specifications and direction of E/I. Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 11.53 (1 cement, 1.5 coarse sand, 3 graded stone aggregate M-25 mm nominal size) all complete as per building specifications and direction of E/I. Providing Reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete. Thermo-Mechanically Treated bars (TMTC-415) 10 mm dia etc. all complete as per specification and direction of E/I. Providing centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of column etc. for mass concrete etc. all complete as per building specifications and direction of E/I. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead etc. all complete as per building specifications and direction of E/I. 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) as per specification and direction of E/I. Construction of granular sub-base by providing closed grade Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to worksite, for all leads & lifts, prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specification and direction of Engineer-in-charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm) having CBR Value-20 specification and direction of E/I. Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with sheeting conforming to type heat activated retro reflective sheeting conforming to type- IV of ASTM-D 4956-01 in blue and activated by applying heat and pressure conforming to class- 2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25 x 25 x 3 mm along with theft resistant measures of size 35 x 35 x 5 mm to a vertical post made up to M.S. Tee section ISMT 50 x 50 x 6 mm welded with base plate of size 100 x 100 x 5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of colours) Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. all complete as per drawing, specification and direction of Engineer-in-charge. Mandatory/ Regulatory sign boards of 900 mm diameter with support length of 3750 mm. Carriage of Materials including Coarse sand, Stone aggregate, Local sand, Earth Filling, and Disposal of Materials. R.C.C. Drain, P.C.C. Road, Carriage of Materials |
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