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| 1 | Material and labour for surface preparation of existing concrete components including grinding/rubbing carefully by grinder without damaging the existing concrete including cleaning the surfaces by blower , removal of external plaster wherever exists. Cost inclusive of transportation, labour conveying debris away from the Defence land, tools and tacklers, lead and lift and clean water thoroughly complete all as specified and directed by Engr-in-Charge.Note- 1. Work is required to be carrried out to a height upto of 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 2 | Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (upto 7.5m height) including necessary scaffolding arrangement (reinforcement cut as required to facilitate demolition) and removing concrete debris and depositing outside MD land all as specified and as directed by Engineer-in-Charge. |
| 3 | Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (from 7.5m to 15m height) including necessary scaffolding arrangement (reinforcement cut as required to facilitate demolition) and removing concrete debris and depositing outside MD land all as specified and as directed by Engineer-in-Charge. |
| 4 | Supply and fix TMT bars, 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.Note: 1. Cutting of rusted reinforcement & welding shall be inclusive in this item of work2. Work is required to be carrried out to a height upto 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.3. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 5 | Supply and fix TMT bars, 8 to 10mm dia in stirrups, spacers and binder, cut to length bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.Note: 1. Cutting of rusted reinforcement & welding shall be inclusive in this item of work2. Work is required to be carrried out to a height upto 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.3. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 6 | Supply & fix MS/TS dowel pins/staple/shear pins including drilling holes in concrete and providing labour but excluding the materials for grouting the pins etc complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Material & labour for repairing of damaged concrete portion by using superfluid dual shrinkage compensated structural grade M-40 micro concrete of at all levels with all leads and lift as directed including mixing, laying, levelling, finishing and curing complete all as specified and directed by Engineer-in-Charge.Make: Fosroc / SIKA / BASF / Krishna Conchem or equivalent approved . |
| 8 | Material and labour for reinforced cement concrete 1:2:4, type B1 ( Nominal mix) using 20mm graded stone aggregates as in foundation, footing, bases of columns, raft and raft beams, plinth beams, mass concrete and similar work etc complete all as specified and as directed by Engineer-in-Charge. Note: Formwork and reinforcement shall be measured and paid separately |
| 9 | Material and labour for formwork using steel shutters or 12mm marine ply to have the smooth finish to pour the micro concrete/ concrete including de-shuttering etc complete all as specified and as directed by Engineer-in-Charge.Note: 1. Work is required to be carrried out to a height upto 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 10 | Material and labour for providing and applying rust cleaner of approved make over prepared reinforcement, including removing concrete all around reinforcement including from behind the reinforcing bars by manual methods such as hammering the rebar, using wire brushes, chiseling, etc. and applying rust removing solution of approved make with cotton waste swab to reinforcements etc complete as directed by Engineer-In-Charge.Make- Dr FIXIT/ FOSROC/ Krishna Conchem/BASF/SikaNote: 1. Work is required to be carrried out to a height upto 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 11 | Material and labour for providing and applying two coats of anticorrosive epoxy phenolic rebar protective system IPNet RB of Krishna Conchem or equivalent of approved make and quality comprises of resin and hardener mixed as per manufacturer's instructions with minimum 9-10 hours between the coats, sprinkling dry sand when 2nd coat is tacky so as to provide rough finish and ensuring air curing of minimum 10 hours after the top coat before any subsequent treatment etc. including scaffolding etc complete all as specified and as directed by Engineer-in-Charge.Make- Dr FIXIT/ FOSROC/ Krishna Conchem/BASF/Sika as approved by GENote:1. New Reinforcement shall be measured and paid separately under respective item.2. Cost of welding deemed to be inclusive in this item of work.3. Work is required to be carrried out to a height upto 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.4. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 12 | Material and labour for providing and applying a priming cum bonding coat of two component Epoxide Resin conforming to ASTM-C-882-91 of approved make and quality to clean and sound concrete area by brush or any other established method by mixing base and curing agent 2:1 proportion by weight for joining old and new concrete as per technical specifications of manufacturer complete all as specified and as directed by Engineer-in-Charge.Make- Dr FIXIT/ FOSROC/ Krishna Conchem/BASF/Sika as approved by GENote-1. Work shall be carried out as per the manufacturers specifications & certificate on this account shall be taken from consultant and as approved by Engineer-in-charge.2. Work is required to be carrried out to a height upto 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.3. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 13 | Material and labour for providing and laying 20 mm thick POLYMER MODIFIED MORTAR over identified R.C.C. members in One layer in proportion as per approved make, blended to a required consistency and applying and finishing by floating, curing after initial setting time, including providing and inserting 10 mm mild steel shear key bars (minimum 3 nos per sqm), wherever required, bonding slurry, etc complete all as specified and as directed by Engineer-in-Charge.Make- Dr FIXIT/ FOSROC/ Krishna Conchem/BASF/Sika as approved by GE.Note- 1. Work is required to be carrried out to a height upto 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge.Note for Item No.1 to 12:- (i) The work under Item No. 1 to 8 shall be carried out by authorised applicator only.(i) The work under Item shall be carried out by authorised applicator only.(ii) Defect liability for these items shall be 5 years from certified date of completion.(iii) Amount of 5% of these items shall be retained during RAR and FB. This amount shall be released after successful completion of Defects liability period as mentioned above.(iv) Non destructive testing shall be got carried out through IIT / NIT / College of Engineering Pune to decide fulfillment of fitness criteria of structure. (v) The test shall be carried out at each discrete location or locations decided by GE or testing authority. (vi)The cost of testing shall be deemed to be included in the rate quoted by the contractor. Completion shall be issued by GE after only getting structural stability certificate of each respective building from testing authority |
| 14 | Taking down cement plaster of any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc and removing debris outside MD land complete all as specified and as directed by Engineer-in-ChargeNote- 1. Work is required to be carrried out to a height upto 15mt above GL for water tank with cylindrical side and Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 15 | Material and labour for rendering 10mm thick on internal wall surfaces using factory manufactured pre mix/ready mix plaster of 'Roofit Mix' of M/s Premier Floor to Roof Materials Pvt Ltd/'Easy plast' of M/s Walplast Products Pvt Ltd/'Readiplast' of M/s Ultratech Cement Ltd' / Sound last PMC-1 of M/s Sound buildcare Pvt Ltd/or other approved equivalent make, having minimum composition of C:S : 1:3 using fully treated dry, well graded natural sand conforming to IS 383 suitable for plastering, having low rebound properties, low water demand for curing properties, mechanical mixing with water in a metallic tray only to make good consistency as per the specification of the Manufacturer and applied over masonry and concrete surfaces including dubbing of plaster of 10 to 15 mm thick for levelling purpose with same ready mix plaster and finishing with sagol finish not less than 1mm thick, including cleaning the surfaces, curing and dubbing of plaster etc complete all as specified & directed by Engineer-in-Charge.Note- 1. Work is required to be carrried out for RCC dome to a height upto 15mt above GL for water tank with cylindrical side and Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 16 | Material and labour for rendering 15mm thick using factory manufactured pre mix/ready mix plaster of 'Roofit Mix' of M/s Premier Floor to Roof Materials Pvt Ltd/'Easy plast' of M/s Walplast Products Pvt Ltd/'Readiplast' of M/s Ultratech Cement Ltd' / Sound last PMC-1 of M/s Sound buildcare Pvt Ltd/or other approved equivalent make, having minimum composition of C:S : 1:4 using fully treated dry, well graded natural sand conforming to IS 383 suitable for plastering, having low rebound properties, low water demand for curing properties, mechanical mixing with water in a metallic tray only to make good consistency as per the specification of the Manufacturer and applied over exterior masonry and concrete surfaces with base coat of 10 mm thick and finishing coat of 5 mm thick final rendering with water proofing compound @3% as per manufacturer's instructions, including using richer mix for making corners if necessary, at all floors and level, including making grooves of existing size wherever required,inclding sagol finish including cleaning the surfaces, curing including provide of 150mm chicken wire mesh fixed with nails at the junction of RCC columns/walls/ beams/ lintels and brick masonry at external faces before plastering including scaffolding at any height and all safety materials required for execute work etc. complete all as per specifications & as directed by the Engineer-in-Charge.Note- 1. Work is required to be carrried out for RCC dome to a height upto 15mt above GL for water tank with cylindrical side and Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 17 | Supply only integral water proofing compound ISI marked complete all as specified and as directed by Engineer-in-Charge.Make : Pidilite Industries Ltd, Taloja /Super Aquacem (India) Ltd /FOSROC/Siko/Dr Fixit |
| 18 | Material and labour for opening out cracks averaging 15mm wide and averaging 15mm deep ) in wall surfaces in 'V' shape by mechanical grinder and removing the loose material and filling the grooves with crack filler of Dr. Fixit crack-X, shrink-free or equivalent all as per manufacturer's instructions and finishing the surfaces to match with existing finish complete all as specified and as directed by Engineer-in-Charge. Make : Dr Fixit/Fosroc/Krishna Conchem/BASF/Sika as approved by GE. |
| 19 | Material and labour for complete removal of existing treatment of plastered wall surface and applying two coats of Acrylic weather proof coat 100% exterior grade paint over one coat of acrylic primer over thick layer of external grade putty complete all as specified and as directed by Engineer-in-Charge.Make : APEX ULTIMA” of Asian Paints/ “WEATHER COAT ALL GUARD” of Berger Paints/\\"EXCEL TOP GUARD” of Nerolac/ “DULUX WEATHERSHIELD MAX” of ICI IndiaNote- 1. Work is required to be carrried out to a height upto 15mt above GL for water tank with cylindrical side and Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 20 | Demolition of cement concrete (unreinforced) of any description and in any position, not otherwise specifically provided for and removal of rubbish outside MD land etc complete all as specified and as per directed all as specified and as directed by Engineer-in-Charge. |
| 21 | Excavation over areas n. exc 1.5 m in deep and getting out in soft/loose soil and removal outside MD land complete all as specified and as directed by Engr-in-Charge |
| 22 | All as per item No . 21 here in above but depth beyond 1.5metre or part thereof |
| 23 | Removing excavated material to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and as directed by Engineer-in-Charge |
| 24 | Site clerance and surface dressing the area/site in soft/loose soil including removing bushes/shrubs/ small saplings, tree roots etc and levelling the surface evenly and making good the site complete all as specified amd as directed by Engineer-in-charge. |
| 25 | Material and labour for hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, rolling and consolidating formation surfaces in cutting with power roller of 8 to 12 Tonnes complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Material and labour for 100 mm thick cement concrete (1:3:6) type C-2, using 40 mm graded stone aggregate as in sub base of flooring/ hard standing, path and finishing the surface even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 27 | Material and labour for preparing new steel surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primerLcomplete all as specified and as directed by Engineer-in-Charge.Make: Make : Asian Paints/ Nerolac Paints/ Dulux ( Akzonobel)/ Nippon Paint India Pvt Ltd |
| 28 | Supply, fix and jointing steel water tubing of 25mm bore medium grade, galvanised iron with all fittings such as Tees, elbows, sockets, bends, unions, short pieces, nipples, brass nuts and diminishing pieces complete all as per IS 1239 including fixed to wall / ceiling or laid in floor with suitable size GI clamps including taking down existing GI pipe and making good disturbed surfaces as per existing surfaces complete all as specified and as directed by Engineer-in-Charge.Make: Tata / Jindal / Surya Prakash / Zenith |
| 29 | ditto as per item no 28 above but for 50 mm GI bore pipe. |
| 30 | Material & labour for Cleaning of RCC Over head water tanks in different stages in modern methods by using sophisticated equipment's i.e. dewatering, removing of sludge and other impurities. High pressure water jet cleaning, scrubbing hard strains if required and cleaning by using Modern vacuum cleaner, spraying Safe Anti-Bacteria solution, Applying Ultra Violet Radiation/Ozone for removing Bacteria (if any) including all necessary arrangements like scaffolding, machine, motor pumps, pipes, sludge disposal etc complete all as specified and as directed by Engineer in charge.Note- RCC Dome of water tank is at height above 15 meter, necessary arrangement upto that height shall be arranged by contractor including scaffolding or stairs, platform for keeping machinery req. for task etc and Contractor shall take into account the said criteria while quoting the rate. |
| 31 | Material and labour for Strengthening structural elements with non metallic composite fiber wrapping system comprise of uni-directional carbon fiber sheet (430 GSM) and compatible saturate Profiling, applying compatible primer on prepared substrate, Filling the holes and uneven surface with thixotropic epoxy putty etc. , complete mechanized wetting of fiber sheet, cutting the fabric to required size, mixing of saturant and filling in tub area of the saturation machine, placing the fiber on metallic rods and pass through the rollers of machine and saturate tub ensuring complete wetting (65% fiber volume fraction) of fibers, removing the fiber on rod and placing the new fiber sheet, wrapping the fiber sheet to structural element at desired orientation using tamping roller to avoid any air voids etc., repeating the same procedure for multiple layer with the interval of 8 hrs ,applying second coat of saturate after minimum 12 hrs after first coat, rectify air voids if any and finally rendering with10mm thick in CM 1:6 including finishing even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.Mode of measurement- Per sq.mt of surface area of carbon fiber sheet without lapping.Make- FOSROC/FIXIT/Krishna Conchem/ SikaNote- 1. Work is required to be carrried out to a height upto of 15mt above GL. Contractor shall take into account the said criteria while quoting the rate.2. The contractor shall make provision of steel scaffolding with all safety materials required to execute work etc as directed by the Engineer-in-Charge. |
| 32 | Supply, fix and jointing steel water tubing of 80mm bore medium grade, galvanised iron with all fittings such as Tees, elbows, sockets, bends, unions, short pieces, nipples, brass nuts and diminishing pieces complete all as per IS 1239 including fixed to wall / ceiling or laid in floor or in trenches, with suitable size GI clamps including taking down existing GI pipe and making good disturbed surfaces as per existing surfaces complete all as specified and as directed by Engineer-in-Charge.Make: Tata / Jindal / Surya Prakash / Zenith |
| 33 | Material and labour for earthing complete with Galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of earth the plate not less than 1.5 metres below normal ground level, connected to plate with GI earth strip 32 x6mm, 7.5 m long from earth point to test point and other end connected to control board / panel / equipment, laid under floors/plinths or fixed on walls or concealed in wall etc by means of bolts, nuts, check nuts and washers made out of galvanised iron or steel with provision of charcoal & common salt packed upto minimum 150 mm all around the earth plate and protected by 40 mm bore light grade galvanised iron pipe complete all as shown in electrical plate No.3 of MES schedule Part I, 2009 with PCC pit in PCC 1:2:4 type B1 using 20 mm graded stone aggregate, MS angle iron frame of size 50mm x 50mm x 5mm, cast iron cover with locking arrangements, GI 15 mm bore medium grade pipe and CI funnel with wire mesh for watering arrangement including necessary excavation and earth work in any type of soil/strata & testing complete all as specified and as directed by Engineer-in-Charge. |
| 34 | Supply, fix, joint and testing Cast Iron /Ductile iron Sluice Valve heavy duty of 80mm dia, with stainless steel spindle, PN 1.6 (Flanged) with iron wheel head, hand operated, bronze body seat ring, jointing, coupling both ends for cast iron pipes including nuts, bolts, rubber gaskets etc including taking down old unserviceable Sluice valve complete all as specified and as directed by Engineer-in-charge.Make: Kirloskar / Upadhaya / Leader / Venus / L & T (audco)/ BIR |
| 35 | Material and labour for construction of new valve chamber of size 900mm x 900mm x 600mm ( Internal size) including necessary excavation and earth work in any type of soil, PCC foundation (1:3:6) type C-2, using 40mm graded stone aggregate as in base concrete 100mm thick, 15cm offset, 230mm thick brick work in CM 1:6 with 10 mm thick rendering internally and 15 mm thick externally in CM 1:4, 50mm thick PCC 1:2:4 type B1 as in coping, 6 mm thick MS cover with hinges and locking arrangement, fixed to angle iron frame made out of 40 x 40 x 6 mm MS angles complete with two coats of synthetic enamel paint over one coat of red zinc chrome primer on all metal surfaces & three coats of white wash on all plastered surfaces of valve chambers including dismantling of unserviceable valve chamber with rusted MS cover without disturbing the existing pipeline etc complete all as specified & directed by Engineer -in-Charge. |
| 36 | Material and labour for test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm, drilled and screwed including 3 nos 8mm dia 25mm long hexagonal screws, including taking down old unserviceable complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 37 | Material and labour for test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm, drilled and screwed including 3 nos 8mm dia 25mm long hexagonal screws, including taking down old unserviceable complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
