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| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | SERVICE ITEMS |
| 3 | Holding Pond Wall and Bottom surface scraping:- Thorough scraping (including sludge) of the bottom, Holding pond Walls including piping and structures etc. as per direction of EIC/ Site Engineer including all required manpower, tools, tackles,consumables, non-consumables etc. to complete the work in all respects. |
| 4 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 5 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 6 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: ,,In all kinds of soil |
| 8 | 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, all works up to any lead and lift complete as per directions of the Engineer-in-Charge |
| 9 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Shifting of Sludge to Sludge Pit/ lagoon/ Additional Land/Bioremediation Pit: The scope shall include entry into Holding Pond, making manual / mechanical arrangement for collecting and shifting of sludge in trucks/trolleys placed at the entry of holding pond near Roadside, transporting to Sludge Pit/ lagoon/ Additional Land/ Bioremediation Pit located inside Owner’s installation including supervision, supply of all manpower, equipments, tools & tackles, PPE's, breathing apparatus, fire and safety appliances etc. to complete the job in all respects as per the direction of EIC/ Site Engineer and tender specifications. Explosive meter with calibration should be brought by the contractor to continuously monitor the LEL & oxygen level inside the Holding pond. During transportation of sludge, the tractors should be covered properly to avoid any spillage of sludge oil mix inside the station. |
| 12 | Cleaning dechoking and flushing inspection chambers and connected drain lines with drain cleaning rods, bamboos, compressed air, steaming etc. removal of oily muck outside the chamber completed upto 100M lead. The item includes transportation of all machinery and plants, all labour, tools etc. complete, taking all necessary safety precautions as specified. Water at one point shall be supplied free of cost, hire charges for compressed air shall be paid separately if required. |
| 13 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] |
| 14 | Sludge Lagoon/Holding Pond calibration by EODR method:- Calibration of the tank by EODR method including all liaison work with the Competent Authority (M/s Weights and Measures or as confirmed by Engineer-In-Charge) for approval of the calibration charts, preparation of the charts and payment of fees to the Competent Authority for approval, submission of charts in hard copies as well as soft copy, as per directions of EIC/ Site Engineer including all required arrangement for tank calibration, tools, tackles, consumables etc. to complete the work in all respects. |
| 15 | COMPOSITE ITEMS |
| 16 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 17 | 40 mm thick cement concrete Flooring with P.C.C. of grade mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete : |
| 18 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement & Centering, shuttering shall be made as per relevant item of SOR): |
| 19 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth including curing, labour, materials, etc. complete. In Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 21 | Providing 12 mm cement plaster on walls or flooring including raking out the joint over the brickwork, stone masonry or concrete surface in one or more coat with scaffolding, neeru finish, curing all complete. CM 1:4 (1 cement : 4 coarse sand) |
| 22 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives: New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 23 | Painting any shade as directed with best quality Synthetic Enamel of ASIAN, BERGER or other equivalent approved make and brand on steel/timber/plastic/metal including smoothening the surface by sand papering etc complete with all labour and materials complete in all respects as directed. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 24 | Supplying and laying black Low Density Polyethylene (LDPE) sheet, 1000 gauge (250 micrometer) thick, as per IS:2508-1984 in tank pad foundation & tank dyke area paving including anchoring the sheet at the periphery of the tank pad/ dyke, heat-sealing the Joints during laying of the sheet using a 3-sealer iron, checking for bonding in totally complete in all respects as per directions of the Engineer-in-Charge inclusive of cost of all labour, material, tools, tackles etc. |
| 25 | Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 26 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 27 | Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-Charge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.] |
| 28 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources] |
| 29 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 30 | Lettering with black Japan paint of approved brand and manufacture. [Note: Unit \\"EA\\" shall mean \\"PER LETTER PER CM HEIGHT\\"]. |
| 31 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of concrete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of the Engineer-in-Charge. [Note: The payment shall be made on the basis of actual weight of approved grout injected] : Epoxy injection grout in Concrete/ RCC work of approved make. |
| 32 | Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 microns DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 150 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete the job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. |
| 33 | Reflective radium sticker printing (background sticker) and apply including pasting and fixing with supply of all manpower, equipments, tools, tackles, consumables, non-consumables, scaffolding (separate SOR item) working at any height etc. as per instruction of EIC/ Site Engineer to complete work in all respects. |
| 34 | Reflective radium sticker letter printing and apply in background stickering including pasting and fixing with supply of all manpower, equipments, tools, tackles, consumables, non-consumables, scaffolding (separate SOR item) working at any height etc. as per instruction of EIC/ Site Engineer to complete work in all respects. |
| 35 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 36 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer : G.I. Pipes Please Enable Macros to View BoQ information |
