Drain & Pathway works at PNME, NMG, CCK, GMO & MRQ Stations in connection with the work of yard improvement/up-gradation work under ADEN/1/GMO.

A-NON SCHEDULOE ITEM

Item Breakup - B3-Other than P.way work

2068.00 except rock

4136.00 breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto.

72000.00 including disposing of muck beyond Railway boundary as per instructions of Engineer in- charge to keep drains clean and clear in cuttings etc. Total 6904935.04

Item Breakup - BI-Any Civil work

local sand, with common burnt clay non modular bricks. 15.0 DISMANTLING AND DEMOLISHING 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 (i/c cum 470 2007.1 943337 8 equivalent design mix) DHANBAD DIVISION-ENGINEERING/EAST CENTRAL RLY 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 : 9 15.9.2 In cement mortar cum 470 2027.1 952737 16.0 ROAD WORK 16.1S ROADS 16.2 Extra for compaction of earth work in cum 1421 20.55 29201.55 embankment under optimum moisture 10 conditions to give at least 95% of the maximum dry density (proctor density). 16.3 Supplying and stacking at site. 16.3.4 Over burnt (Jhama) brick aggregate 120 mm to cum 126 974.25 122755.5 11 40 mm 12 16.3.10 Moorum cum 56 888.3 49744.8 Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading 16.5 to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately) 16.5.1 Over burnt (Jhama) brick aggregate 120 mm to cum 126 725.6 91425.6 13 40 mm 16.49S MISCELLANEOUS 16.62 Providing and applying 2.5 mm thick road Sqm 70 623.8 43666 marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater 14 and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 16.69 Providing and laying at or near ground level cum 42 8613.55 361769.1 factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of 15 joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.75 Providing and laying C.C. pavement of mix M- cum 210 8277.55 1738285.5 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. 16 complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). DHANBAD DIVISION-ENGINEERING/EAST CENTRAL RLY 16.80 Construction of dry lean cement concrete sub cum 105 4130.55 433707.75 base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to 17 be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick 16.91 compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.1 60mm thick cement concrete paver block of M- Sqm 420 932.35 391587

pattern. Total 51529211.95

Item Breakup - CII-Reinforcement