Day to day and preventive maintenance, guarding rounding the clock at Rammam Intake and Forebay and cleaning of desilting basin at Rammam Intake under Rammam Hydel Project, Stage-II.

Maintenance of round the clock watch of Intake and Forebay water level, immediate operation of valves and gates etc. and attending exigencies as required (2 persons per shift x 3 shifts per day x 365 days) (Analysed) (including Cess)

Total Quoted value in BOQ2 (including Cess)

Percentage BoQ

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)

Removal of inservicable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Techical Specification Clause 302.3.11 for Rural roads of MORD.(Mode of measurement per works and post works)

Cleaning silt/sand from floor and compound of Zone-II and Zone-IV and desilting basin including removing the same at river bed or as directed by the controlling officer by head load along with any lead and lift.

Supply of casual labour @ one person per shift during monsoon at Intake.

Supply of Semi-skilled labour for trash tarck leaning.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics excluding rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (Analysed)

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (b) River bazree V/P-26, I-10(ii), 3rd Corrigenda, PWD SOR (Building)

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(i) Tor steel/Mild Steel (iii) Other Manufactures not specified V/P-44, I-40 (a) & (b), 10th corrigenda, PWD SOR (Building)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface].(II) With 1:4 cement mortar. (b) 20 mm thick plaster. i) In superstructure, ground floor Vp-189 of 315, 3rd corrigenda, PWD SOR (Building)

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. V/P-192, I-15, PWD SOR (Building)

Add BOCW cess @1% on the rate of all above items

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