Rajya Krishi Utpadan Mandi Parishad Tender

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transported to site, laid over a previously prepared surface paver finisher to the required grade, level and alignment, rolling as per Clauses 501.6 and 501.7 to achieve the desired compaction

Providing and laying Bituminous Concrete with 100-120 TPH batch type Hot mix producing an average output of 75 tons oer hour using crushed aggreates of specified grading premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatice paver finisher with sensor control to the requried grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per MoRT & H specification clauses 509 complete in all respects.

Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Rubber molded) (Chapter_20_Item_17)

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. (Chapter_4_Item_1)

Brick edging on both side of road with m-150 bricks laid in mud mortar 8 Cm wide & 12 Cm deep including supply of all material labor T&P etc. required for proper completion of the work. (SI no 765)

Providing and laying cement concrete in 1:6:12 (1 cement : 6 Coarse sand : 12 graded stone aggregate 40mm nominal size) including supply of all materials, labour and T&P etc. required for completion of work and curing complete, including cost of form work. In Foundation and floors.with Received Old Bricks Bats. (AOR)

RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (Chapter_5_Item_8)

Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chapter_6_Item_1)

Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar insuper structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm. (Chapter_6_Item_1+5)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, 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) ii) Above plinth level upto fifth floor lable (Chapter_5_Item_11)

Mild steel or iron in plain work such as reinforced concreteor reinforced brick work (when not including in over all rates) brought to required shape as necessary including bending for proper completion of the wrok and including supply of all steel its wastage bend, hooks and authorized over lapping shall be measured upto floor to level. 15mm to 32mm for (TMT Bars) NOTE:- An increase of Rs.7.00 per floor will be all owed after floor two level labour rate does not include cost of binding wire and other materials. SI-504(II)

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. (Chapter_13_Item_2)

Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (Chapter- 15 Item No- 35 Mainpuri)

Class-150 (Non Modular) brick work 1:6 Cement and coarse sand mortar in super structure including necessary cutting and moulding of brick work as required and also including honey combed brick work. With Old Bricks Recieved from Dismantling of Brick work (AOR)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (Chapter_17_Item_6)

Providing and Laying cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 40mm nominal size) and curing complete including cost of from work in found ation & floors. (C sand not less than in 1.25 FM) (Chapter_5_Item_1)

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in Foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chapter_6_Item_2)

Providing and laying cement Concrete in 1:2:4 of not less than strength of M15 stone ballast (40mm. normal size) approved coarse sand and cement, curing complete, including cost of form work in foundation and floors. But with 2cm Nominal size stone gritin stead of 4cm stone ballast. (Chapter_5_item_6)

RCC work Providing and laying in position specified grade of in R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (Chapter_5_Item_5)

Mild steel or iron work of small sizes and section such as holding down bolts, hold fasts, tie rods, gratings etc. wrought to required for completion of work (S.I.502_Mainpuri)

Local sand filling in plinth i/c Supply of necessary qty. of sand from a suitable distance out side the market yard & I/C watering & ramming Consolidating & dressing etc all completere rate include cost of material, T&P etc. required for proper completion of work. .( Chapter_4/6)

Earth work in cutting or in embankment 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. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (Carted Earth Beyoned 05 Km.) (AOR)

4 cm thick P.C.C floor without base concrete including supply of all materials, labor and T&P etc. required for proper completion of the work (Chapter_14_Item_6)

P/F glass strips in joints & floor & skirting or dado at the time of laying floor flush with floor level including supply of all materials, labor and T&P etc. required for proper completion of the work 4.7 mm thick 7.0 cm deep (Chapter_14_Item_7)

P/F of 6mm plain A.C sheet for joints with 10cm width. (Mat 30(2)

Mild steel or iron work in heavy sizes such as trusses, built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. (Chapter_10_Item_2 Varanasi 2020)

Steel work in built up tubular ( round, square or rectanglar hollow tubes etc. ) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (Chapter_10_Item_11)

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed wit polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Painting two coat over priming coat (including cost of prime ring coat) on steel and other metals surface brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matters sand papering and scraping including cost of all materials, labor and T&P etc. for proper completion of the work. ( Chapter_15_Item_6)

Earth work in cutting or in embankment 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. (Chapter_4_Item_3)

RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (Chapter_5_Item_11)

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in super Structure wall including supply of all materials, labour and T&P etc. required for proper completion of the work. Wall thickness 12cm (Chapter_6_Item_2+6)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). (Chapter_7_Item_1)

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65mm (Chapter_11_Item_2)

6mm Celling plaster 1:3 (1 cement : 3 fine sand) cement & fine sand in F.M. not less than 1.25, 1:3 including chiping of RCC surface before ceiling plaster. The cost of including all material, labour T&P and scafolding etc. complete. (Chapter_13_Item_13)

Making Drip Course grooves 10 to 12mm wide x 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required. (Chapter_13_Item_14 Mainpuri)

Making drip course in sunshade or FACIA as per direction as Engineer-In-Charge including supply of all material, labour etc. required for proper completion of work. (Chapter_13_Item_15)

Providing and laying Vitrified tiles in floor without lean concrete of 600x600mm sizes (thickness 10mm), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. (Chapter_14_Item_23)

Black granite Polished stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Black Granite Stone quality (Chapter_14_Item_27)

Providing and laying Ceramic glazed 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 120 mm thick cement mortar 1:3 (1 Cement : 3 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (Chapter_14_Item_18)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over & including water thinnable priming coat with cement primer including cost of all materials labour T&P etc. required for proper completion of work.(Chapter_15_Item_2)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (Powder coated alumunium )(Chapter_9_Item_8B)

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, i/c 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 Engineer in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (Chapter_10_Item_19)

P/F of collisible steel Shutters with verticle channels 20x10x2mm and brasced with flat iron diagonal 20x5mm size with top and bottom rail of T-Iron 40x40x6mm with 40mm dia steel pueeus complete all material labour etc. required for proper completion of work. (Chapter_10_4)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per (Cost of aluminium snap beading shall be paid in basic item): ii) With float glass panes of 4.0 mm thickness (Chapter_9_Item_9A)

Providing and fixing PVC pipe conforming to IS make working pressure 6 Kg/SqCm incuding testing labour T&P and all complete fittings 110 mm diameter(Chapter_23_Item_30C)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 16 mm nominal outer dia Pipes (Chapter_23_Item_2A)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm nominal outer dia Pipes (Chapter_23_Item_2C)

Supply and hoisting of Sintex or equivalent high density polyethylene seamless of piece moulded tanks and placing the same in proper position including all taxes, labour and T&P etc. for proper completion of work. Tank should be ISI marked, Sintex or equivalent. (c ) For 1000 litres. (Chapter_19_Item_2C

Providing and fixing water closet squatting pan (W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (Chapter_24_Item_1)

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid (Chapter_24_Item_2)

Providing and fixing white vitreous china flat back half stall urinal of size 430x260x350 mm or 340x410x265 mm sizes respectevly (Chapter_24_Item_10)

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a single of 15 mm C. P. brass pillar taps ( Chapter_24_Item_5D)

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (15mm nominal bore )CH-23 Si No- 20

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore ( Chapter_23_Item_22)

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm (Chapter_ 24 _Item _16b)

Providing and fixing of C.P. brass towel rail 750x20 mm together with pair of C.P. brass brackets to fit the towel rail. (Chapter_ 22 _Item _32)

Supply and fixing of soap dish complete in all respect as per direted LMR (138x120x75)mm (7509-2021mat)

Providing of fixing toilet paper holder 17.34.1 CP brass LMR

Construction masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 for stop cock, with C.I surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete etc complection of the work E/I S.I. No. DSR 18.32

Construction brick masonry manhole in cement mortar 1:4 with inside size 90x80cm and 45 cm deep including C.I cover with frame 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg. (Weight & cover 23 kg and frame 15 kg) S.I. No. DSR 19.7.1

Supply and fixing 10 cm. dia C.P jali complete in all respect as per directed LMR

Supply and fixing of 100 mm nihani trap PVC completed in all respect as per directed LMR

Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone). (Chapter_5_Item_12)

Class-150 (Non Modular) brick work 1:6 Cement and coarse sand mortar in super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall not more than 12cm. (Chapter_Item_2+5)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter (Chapter_ 23 _Item _31)

Providing and fixing of Ridger of 60cm width G.S. 0.63 thick with zinc coating (DSR 2023_12.51.1)

Maintainance Charge on Internal Road Work by Hotmix @2.50%