Tender For Gate Construction Work On Fatehpur Sikari Dabar Khanua Road In Agra District - Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. Mannual (Small work). As per S.I. No. 251 2 Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per S.I. No 4.1.6 3 RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2 4 Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, above plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (Above Plinth Level) As per S.I. No. 5.2.2(II) 5 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placinginpositionandbindingallcompleteuptoplinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 6 Class-150 Brick work in 1:4 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the workAs per S.I. No. 6.1.1 7 Class-150 (Non Modular) brick work in 1:4 cement and Coarse sandmortar in Superstructure including supply of all materials, labour and T&P etc. required for proper completion of the work As per S.I. No. 6.1.1+6.13.1. 8 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour andsizeupto1mx1m,fixedtostructuralsteelframeworkand/or withthehelpofcramps,pinsetc.andsealingthejointswith approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30mm thick gang saw cut stone. As per DSR 8.20.1 9 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.32.1Red sand stone 10 Providing and fixing expansion hold Fastener with threaded dia 12 mm on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. As per DSR No. 8.8.1.3 11 Providing and applying white cement based putty of average thickness 1 mm, ofapprovedbrandandmanufacturer,overtheplasteredwallsurfaceto prepare the surface even and smooth complete. supply of all labour material and T&P required for proper completion of work. As per S.I. No. 13.80 12 Finishing walls with Acrylic Smooth exterior paint (Apex) of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)supply of all labour material and T&P required for proper completion of work. As per S.I. No. 13.46.1 13 Providing and laying Ceramic non skid floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. As per S.I. No. 11.37 14 Painting letters above 8cm size complete including supply of all items, labour and materials and T&P etc. As per S.I. No. 819 15 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work 16 Boring/drilling bore well of 300 mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. As per DSR 23.1.1.1 17 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/orpointingand/orapplyingchemicalandremovingitthereafter.The scaffolding system shall be stiffened with bracings, runners, connecting with thebuildingetc,whereverrequired,iffeasible,forinspectionofworkat required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note:- (1)The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works. As per S.I. No. 24.2 18 Construction of Patries with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 19 Earth work in Filling in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (For Horticulture good earth). 20 Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable2- Labour cess @ 1% will be deducted from contractors bill at the time of payment
