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| Name of Work: Construction of 50 rooms Hostel at Agricultural University Banda. | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation of foundation in black cotton soil including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. SI 257 | 133.92 | CUM | |
| 2 | 2 | Earth work filling in plinth up to 5 Km. including supply of all materials labour and tools & plants, etc. required for proper completion of the work. | 1702.9 | CUM | |
| 3 | 3 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. SI 281 | 179.43 | CUM | |
| 4 | 4 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. SI 255 | 193.83 | CUM | |
| 5 | 5 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows: (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 5 liters/sqm CHAP-7 | 2070 | SQM | |
| 6 | 6 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. | 9.69 | CUM | |
| 7 | 7 | R.C.C. work with cement, approved coarse sand and 2cm (3/4\") gauge approved stone grit in the proportion of 1:1.5:3 in SLAB. excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . | 364.89 | CUM | |
| 8 | 8 | As in item no. 6 above but for T-beam and slabs (Using 1:1.5:3concrete) | 26.64 | CUM | |
| 9 | 9 | As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 concrete) | 356.89 | CUM | |
| 10 | 10 | As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 concrete) | 200.34 | CUM | |
| 11 | 11 | As in item 6 above but in R.C.C. columns in 1:1.5:3 | 154.52 | CUM | |
| 12 | 12 | Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles. | 2320.5 | RM | |
| 13 | 13 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.\nNote: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity. Initial test (Test Load 2.5 times the Safe\ncapacity) DSR-20.6.1.1 | 2 | NOS | |
| 14 | 14 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.\nNote: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity. Routine test (Test Load 1.5 times the Safe\ncapacity) | 2 | NOS | |
| 15 | 15 | M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. | 155.79 | CUM | |
| 16 | 16 | M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. | 406.89 | CUM | |
| 17 | 17 | Same as in item no. 13 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. PWD-305+(307-306)+309+310a | 304.41 | CUM | |
| 18 | 18 | P/F TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.PWD-504 | 1506.82 | QTL | |
| 19 | 19 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. 1 cement : 4 Course Sand. PWD-584+ (583-582) | 10592.6 | SQM | |
| 20 | 20 | Making grooves 10 to 12 mm wide X 8 mm deep in plaster the allor in ceiling vertically of horizontally as required. MR | 2248.47 | RM | |
| 21 | 21 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | 1793.08 | SQM | |
| 22 | 22 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm. CHAP-14 NEW | 236.09 | SQM | |
| 23 | 23 | Supply and fixing of Kota stone in flooring 20 mm thick andjoint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. PWD-7.37.1.1 | 367.65 | sqm | |
| 24 | 24 | 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 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. PWD-628 | 252.83 | SQM | |
| 25 | 25 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. PWD-628 | 1045.78 | SQM | |
| 26 | 26 | 4 cm thik Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement PWD-607 | 399.23 | SQM | |
| 27 | 27 | Supply & fixing of flush doors commercial quality confirming to IS 2202 part-l(1983) including fixing of wooden cleats & stoppers & including fixing of wooden cleats & stopper & including fixing & adjustment of hings, bolts, hocks, handles, springs, fittings with necessary screws to be supplied departmentaly as per direction of .E/I. 35 mm. thick . S.I. 470a | 228.86 | SQM | |
| 28 | 28 | Mild steel or iron in door frame such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Using M.S. Angles 40x40x6mm for diagonal braces. CHAP-10 NEW 2 | 1949.25 | KG | |
| 29 | 29 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of ppropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm). | 160.26 | SQM | |
| 30 | 30 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete With 2nd class teak wood beading 62X19 mm. DSR-9.135.1 | 129.27 | SQM | |
| 31 | 31 | 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.) DSR-10.28 | 654.84 | KG | |
| 32 | 32 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer (For Internal wall ) PWD-649+650 | 9127.56 | SQM | |
| 33 | 33 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) PWD-13.47.1 | 3973.9 | SQM | |
| 34 | 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. PWD-13.80 | 13101.5 | SQM | |
| 35 | 35 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete Twin rubber stopper. DSR-9.101.2 | 240 | NOS. | |
| 36 | 36 | Providing Stainless steel sliding bolts 16 mm dia with nuts and 250 mm long. MATERIAL SI-10 | 240 | NOS | |
| 37 | 37 | Providing Stainless steel tower bolt with 10 mm dia and screw. MATERIAL SI-10 (a) 250 mm x 10mm | 480 | NOS | |
| 38 | 38 | Providing Stainless steel tower bolt with 10 mm dia and screw. MATERIAL SI-10 (a) 200 mm x 10mm | 240 | NOS | |
| 39 | 39 | Providing Stainless steel door handles with screws 150 mm long. MATERIAL SI-10 | 530 | NOS | |
| 40 | 40 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc complete. DSR-9.84 | 240 | NOS. | |
| 41 | 41 | Providing and laying (Brick Coba) integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:\n(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.\n(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\nto 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) admixedwith 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 Engineerin-charge.CHAP-11 NEW\n(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 Engineerin- 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 :\n With average thickness of 110 mm and minimum\nthickness at khurra as300x300 CHAP-11 NEW | 1441.56 | SQM | |
| 42 | 42 | Painting or varnishing work in small area or new wood work with one coat up to one sqm on ready mix priming paint and one coat of approved superior quality ready mix paint or varnish including supply of all materials, labour tools and plants etc. required for proper completion of the work. Pants to be used ISI Marked. PWD-641+642 | 457.71 | SQM | |
| 43 | 43 | Construction of drain along with apron including supply of all materials, labour tools and plants etc. required for proper completion of the work. . (A.R.-II) | 352.76 | RM | |
| 44 | 44 | 20 mm cement plaster on plinth of single or half brick wall of mix : 1:3 (1 cement: 3 coarse sand) including supply of all materials, labour tools and plants etc. required for proper completion of the work. SI 597 | 207.61 | SQM | |
| 45 | 45 | Providing & laying of light cinder filling under floor of toilets & other sunken roofs. CHAP-11 NEW | 46.77 | CUM | |
| 46 | 46 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed. DSR-22.5 | 197.65 | SQM | |
| 47 | 47 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand Light shade pigment using white cement DSR-11.20.1 | 17.52 | SQM | |
| 48 | 48 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. | 12.69 | RM | |
| 49 | 49 | Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.. DSR-21.7.1 | 19.04 | KG | |
| 50 | 50 | Providing & fixing panes of glass with equal or equiivalent I.S.I. marked quality putty, brads, and springs and including supply of all material and labour etc complete.4 mm thich. PWD-812 | 26.1 | SQM | |
| 51 | 51 | Fabrication of window/Fixed Grill.including supply of all material and labour etc CHAP-10 NEW | 10024.8 | KG | |
| 52 | 52 | Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 PWD-641+642 | 551.36 | SQM | |
| 53 | 53 | Cleaning jungle including uprooting of rank vegetations grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared PWD-259 | 2500 | SQM | |
| 54 | 54 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.PWD-518 | 19.89 | SQM | |
| 55 | 55 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 25 mm dia DSR-9.46.3 | 148.4 | RM | |
| 56 | 56 | 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) :Powder coated aluminium (minimum thickness of powder coating 50 micron | 853.2 | KG | |
| 57 | 57 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm) DSR-21.3.1 | 85.32 | SQM | |
| 58 | 58 | Granite Stone slab 18mm thick mirror polished quarter rounded with anti skid lines in treads of stair case full length flooring over 20 mm (average) thick base laid over and jointed with cement slumy mibxed with pigment match the shade of incluidng rubbing and polishing complete with baseof cement mortor 1:4 (1 cement 4 Coarse sand) etc. complete DSR-8.2.2.2 | 12.4 | SQM | |
| 59 | 59 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at\n1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running\nat the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm\nthick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) DSR-12.45.1 | 87.94 | SQM | |
| 60 | 60 | Earth work filling in plinth up to 5 Km. including supply of all materials labour and tools & plants, etc. required for proper completion of the work. | 350 | Cum. | |
| 61 | 61 | Providing , laying, spreading and compacting stone aggregates of 45-90mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the requirede density grading-III as per technical specification clause405 | 49.5 | Cum. | |
| 62 | 62 | Providing , laying, spreading and compacting stone aggregates of 45-63mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause405 | 37.5 | Cum. | |
| 63 | 63 | Providing , laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause405 | 37.5 | Cum. | |
| 64 | 64 | Laying and consolidation of blanket coat stone dust by road roller as required including hire and fuel charge of roller | 103.12 | Cum. | |
| 65 | 65 | Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure distributor @ 0.35 to 0.45 kg. per sqm. On the prepared bitumen surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 375 | Sqm. | |
| 66 | 66 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant , lying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat Technical specification Claues508 | 375 | Sqm. | |
| 67 | 67 | Providing and laying seal coat manual means with VG-10 grade Bitumin sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type_C as per Technical Specification Clause 510 | 375 | Sqm. | |
| 68 | 68 | Brick edging on both side of the road of m. 150 class brick 8 cm. wide & 12 cm. deep laid with wud mortar including labour 7 supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer in- charge. | 0.125 | Km. | |
| 69 | 69 | Laying and consolidation of blanket coat stone dust by road roller as required including hire and fuel charge of roller | 103.12 | Cum. | |
| 70 | 70 | Providing and fixing water closet squatting pan (Indian type 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, 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 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests for European type W.C. pan with white plastic seat and lid | 60 | Each | |
| 71 | 71 | 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. SI 306 | 6 | Each | |
| 72 | 72 | Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass Single Hole Basin Mixture approved quality and make ,including painting of fittings and brackets, cutting and making good the walls wherever require a) White Vitreous China wash basin size 550x 400 mm with 15 mm dia C.P. brass Single Hole Basin Mixture. | 58 | Each | |
| 73 | 73 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink with drain board of size 510x1040x200mm | 2 | Each | |
| 74 | 74 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required a) One urinal basin with 5 litre white P.V.C. automatic flushing cistern. DSR 17.4.1 | 4 | Each | |
| 75 | 75 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required b) Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern .DSR 17.4.2 | 4 | Each | |
| 76 | 76 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia. DSR 17.28.1.1 | 58 | Each | |
| 77 | 77 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 40 mm dia.DSR 17.28.1.2 | 8 | Each | |
| 78 | 78 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 17.31 | 62 | Each | |
| 79 | 79 | Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15 mm Dia Nominal Bore. DSR 17.16A | 60 | Each | |
| 80 | 80 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet a) 100 mm diameter. DSR 18.22.1 | 58 | Each | |
| 81 | 81 | Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per thedirection of Enginer-in-charge. DSR 17.22A | 60 | Each | |
| 82 | 82 | Providing and fixing CP Brass Single lever lelephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge. 15mm dia nominal dia. DSR 17.22B | 58 | Each | |
| 83 | 83 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 225 gms. SI 334 | 56 | Each | |
| 84 | 84 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. DSR 17.71 | 60 | Each | |
| 85 | 85 | Providing and fixing Toilet paper holder. C.P. brass. DSR 17.34.1 | 58 | Each | |
| 86 | 86 | Providing & fixing 600x120x5 mm glass self with edges round off, supported on anodiesd aluminium angle framewith C.P. brass bracket and guard rail complete fixed with 40 mmlong screws, rawl plugs etc, complete. DSR 17.33 | 56 | Each | |
| 87 | 87 | Providing & fixing soil, waste and vent pipes.100mm dia centrifugally cast iron S & S pipe. DSR 17.35.1.2 | 850 | Metre | |
| 88 | 88 | Providing & fixing soil, waste and vent pipes.75mm dia centrifugally cast iron S & S pipe. DSR 17.35.2.2 | 850 | Metre | |
| 89 | 89 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 100 mm . DSR 17.58.1 | 320 | Each | |
| 90 | 90 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 75 mm . DSR 17.58.2 | 410 | Each | |
| 91 | 91 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. For 100mm dia pipe. SI 338 | 450 | Each | |
| 92 | 92 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. For 100mm dia pipe. SI 338a | 320 | Each | |
| 93 | 93 | Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 100mm inlet & 75mm outlet. DSR 17.60.2.1 | 130 | Each | |
| 94 | 94 | Providing & fixing HCI coller. 100mm dia. SI 350 | 420 | Each | |
| 95 | 95 | Providing & fixing HCI coller. 75mm dia. SI 350a | 280 | Each | |
| 96 | 96 | Providing and fixing plain HCI S & S sanitary bend. 100mm . DSR 17.39.1.2 | 58 | Each | |
| 97 | 97 | Providing and fixing plain HCI S & S sanitary bend. 75mm . DSR 17.39.2.2 | 80 | Each | |
| 98 | 98 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 100mm SI 347 | 34 | Each | |
| 99 | 99 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 75mm SI 347a | 36 | Each | |
| 100 | 100 | roviding and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm. DSR 17.44.1.2 | 40 | Each | |
| 101 | 101 | roviding and fixing centrifugaly cast iron single equal plain junction of required degree. 75x75x75mm. DSR 17.44.2.2 | 65 | Each | |
| 102 | 102 | Providing and fixing HCI terminal guard.100mm SI 349A | 17 | Each | |
| 103 | 103 | Providing and fixing HCI terminal guard. 75mm SI 349 | 18 | Each | |
| 104 | 104 | Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. DSR 18.10.1 | 300 | Metre | |
| 105 | 105 | 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. 110mm diameter. DSR 12.41.2 | 400 | Metre | |
| 106 | 106 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 10mm . DSR 12.22 | 28 | Each | |
| 107 | 107 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110mm . DSR 12.43.2 | 106 | Each | |
| 108 | 108 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. DSR 12.44 | 28 | Each | |
| 109 | 109 | Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 50mm dia nominal bore . DSR 18.10.6 | 80 | Metre | |
| 110 | 110 | Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 50mm dia nominal bore. DSR 18.40.6 | 80 | Metre | |
| 111 | 111 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20mm dia nominal outer dia pipes. DSR 18.7.2 | 120 | Metre | |
| 112 | 112 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25mm dia nominal outer dia pipes. DSR 18.7.3 | 160 | Metre | |
| 113 | 113 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 50mm dia nominal outer dia pipes. DSR 18.7.6 | 250 | Metre | |
| 114 | 114 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes. DSR 18.8.1 | 410 | Metre | |
| 115 | 115 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes. DSR 18.8.2 | 610 | Metre | |
| 116 | 116 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 25mm dia nominal outer dia pipes. DSR 18.8.3 | 60 | Metre | |
| 117 | 117 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore. DSR 18.49.1 | 58 | Each | |
| 118 | 118 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore. DSR 18.51.1 | 6 | Each | |
| 119 | 119 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 15mm nominal bore. DSR 18.53 | 350 | Each | |
| 120 | 120 | Providing and fixing gun metal gate valve with wheel of approved quality. 20 mm dia nominal bore. DSR 18.17.1A | 4 | Each | |
| 121 | 121 | Providing and fixing gun metal gate valve with wheel of approved quality. 25 mm dia nominal bore. DSR 18.17.1 | 19 | Each | |
| 122 | 122 | Providing and fixing gun metal gate valve with wheel of approved quality. 50 mm dia nominal bore. DSR 18.17.4 | 4 | Each | |
| 123 | 123 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. DSR 2.10.1.2 | 120 | Metre | |
| 124 | 124 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter. DSR 19.1.1 | 60 | Metre | |
| 125 | 125 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter. DSR 19.1.2 | 60 | Metre | |
| 126 | 126 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 100mm diameter S.W. Pipe. DSR 19.2.1 | 60 | Metre | |
| 127 | 127 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter S.W. Pipe. DSR 19.2.2 | 60 | Metre | |
| 128 | 128 | Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design. 150 x 100 mm. size P type With Sewer bricks conforming to si : 4885 | 21 | Each | |
| 129 | 129 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 For Sewer Line. DSR 19.7.1.1 | 25 | Each | |
| 130 | 130 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). Extra for depth of man hole size 90x80 cm DSR 19.81.1 | 8 | Metre | |
| 131 | 131 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design. With 20x20 mm square bar. DSR 19.15.1 | 48 | Each | |
| 132 | 132 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth. S.I. 251 | 32.06 | Cum | |
| 133 | 133 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. depth. SI 251+254 | 32.06 | Cum | |
| 134 | 134 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 3.0m to 4.5m. depth. SI. 252+254 | 37.4 | Cum | |
| 135 | 135 | Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). SI 287 | 1.598 | Cum | |
| 136 | 136 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). SI 305 | 33.3378 | Cum | |
| 137 | 137 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) SI 284A | 1.88 | Cum | |
| 138 | 138 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tnsile steel bars. DSR 5.22.1 | 1008 | Kg | |
| 139 | 139 | 20mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 coarse sand). DSR 13.5.1 | 94.534 | Sqm | |
| 140 | 140 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar. DSR 19.15.1 | 24 | Each | |
| 141 | 141 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter. DSR 19.19.2.2 | 4 | Each | |
| 142 | 142 | Boring/drilling bore well of required 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-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually. DSR 23.1.1.1 | 50 | Meter | |
| 143 | 143 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia DSR 23.4.2 | 50 | Meter | |
| 144 | 144 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.5 | 5.53348 | cum | |
| 145 | 145 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.6 | 6.024 | cum | |
| 146 | 146 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.7 | 6.534 | cum | |
| 147 | 147 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. DSR 23.8 | 2 | Cum | |
| 148 | 148 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. DSR 2.10.1.2 | 305 | Meter | |
| 149 | 149 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter. DSR 19.13 | 305 | Meter | |
| 150 | 150 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 200mm diameter. DSR 19.13 | 10 | Meter | |
| 151 | 151 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipesincluding bed concrete as per standard design : 150mm diameter S.W. Pipe. DSR 19.2.2 | 305 | Meter | |
| 152 | 152 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipesincluding bed concrete as per standard design : 200mm diameter S.W. Pipe. DSR 19.2.3 | 10 | Meter | |
| 153 | 153 | Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix. 1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 60x60 cm & 90 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. | 23 | Nos | |
| 154 | 154 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, n layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. DSR 2.10.1.2 | 185 | Metre | |
| 155 | 155 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 200mm diameter. DSR 19.1.3 | 185 | Metre | |
| 156 | 156 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 00mm diameter S.W. Pipe. DSR 19.2.3 | 185 | Metre | |
| 157 | 157 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg. DSR 19.7.2.1 | 8 | Each | |
| 158 | 158 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design . Extra for depth of man hole size 90x120 cm . DSR 19.8.2.1 | 1.25 | metre | |
| 159 | 159 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. DSR 19.16 | 16 | Each | |
| 160 | 160 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250mm diameter. DSR 19.21.1 | 2 | Each | |
| 161 | 161 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. not exceeding 80mm dia. DSR 2.10.1.1 | 160 | Metre | |
| 162 | 162 | Provding and fixing gun metal non return valve of approved quality (screwed end) 65 mm nominal bore a) Horizontal. DSR 19.19.5.1 | 1 | Each | |
| 163 | 163 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 65mm nominal bore. DSR 18.12.7 | 95 | Metre | |
| 164 | 164 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 50mm nominal bore. DSR 18.12.6 | 65 | Metre | |
| 165 | 165 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.65mm diameter pipe. DSR 18.41.7 | 95 | Metre | |
| 166 | 166 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.50mm diameter pipe. DSR 18.41.6 | 65 | Metre | |
| 167 | 167 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 65 mm nominal bore. DSR 18.17.5 | 1 | Each | |
| 168 | 168 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 50 mm nominal bore. DSR 18.17.4 | 2 | Each | |
| 169 | 169 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for stop cock, with C.I. surface box 100x100x75mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks. DSR 18.32.1 | 13 | Each | |
| 170 | 170 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 0 to 80 mm dia nominal bore. DSR 18.13.2 | 3 | Each | |
| 171 | 171 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work) 80 mm dia nominal bore. DSR 18.10.6 | 300 | Metre |
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