Extension of inadequate barrel length of Bridges No.848/1 UP, 849/2 UP & DN, 850/1 UP, 853/2 UP, 856/1 UP, 868/1 DN, 869/1 DN, 892/1 DN, 888/1 UP & DN, 887/1UP & DN. Total 10 bridges under ADEN/Balharshah section.

01-(A)-Extension of inadequate barrel length of Bridges No.848/1 UP, Above/

02-(B)-Extension of inadequate barrel length of Bridges No.848/1 UP, Above/

cum Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

147.02 2635.39 graded stone aggregate 40 mm nominal size) Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

156.00 2568.45 ballast wall at formation level

90.00 2693.74 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

150.00 Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. Centering and shuttering including strutting, propping etc. and removal of form for :

3198.00 abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level Supply and using Cement at Worksite

53 approved brands/makes Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

313454.40 500D or more of approved brands/makes.

600.00 return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. Total 38733572.00 Schedule 02-(B)-Extension of inadequate barrel length of Bridges No.848/1 UP, 849/2 UP & DN, Schedule 850/1 UP, 853/2 UP, 856/1 UP, 868/1 DN, 869/1 DN, 892/1 DN, 888/1 UP & DN, 887/1UP & DN. Total 10 bridges under ADEN/Balharshah section. Item- 01 MS Item (DSR-2023) S No. Item Description of Item Unit Qty Rate Amount No 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 540 2434.25 1314495 1 equivalent design mix) Demolishing stone rubble masonry manually/ by mechanical means including stacking of 15.9 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 2 15.9.2 In cement mortar cum 540 2458.95 1327833 Total 2642328.00