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| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) |
| 3 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion |
| 6 | Pre-constructional Anti- termite measures : c) Antitermite, treatment to the soil under floor with chemical emulsion by admixing chloropyrofosemulsifi able concentrate (1 % concentration) with water by weight including drilling vertically 12mm. dia holes at the junction of floor and wall at 300mm. interval to reach the soil below using hand operatedpressure pump to squirt chemical emulsion into the pump to squirt chemical emulsion into the holes at the rate of one litre per hole. The holes shall be sealed after operation to match with the existing floor. The entire work is to be carried out as per specification laid down in para 4.3.1.4 of code l.S.- 63'13 (Part-lll)-1981. ( Mode of measurment will beper Sq.m of plan area of plinth keated.) |
| 7 | Brickwork with 1st class bricks in cement mortar (1:4) a) In foundation in plinth |
| 8 | Supplying ready mixed concrete of M 20 Grade with well graded stone chipof 20 mm nominal size containing designed quantity of cement per Cu.m owet concrete produced in computerised batching plant under controllecondition using approved super plastisizer, designing concrete mix followinI.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer twork site depositing the mix on a platform erected for the purpose at requirelevels of concreting and then placing the mix in its final location of form worcompacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixwith all accessories vibrators etc. inclusive of all other incidental charges ithis connection complete but excluding cost of hire charge of platform and itsupporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier])(i) Without approved concrete pump. |
| 9 | Hire & labour charges for shuttering with centering & necessay staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works. (Foundation & upto P.L.) as per decision & direction of Engineer-In-Charge. (f) 25 mm to 30 mm shuttering without staging in foundation(a) In ground floor |
| 10 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](b)20mm thick plaster (1:6 cement sand morter) external plaster |
| 11 | Neat Cement punning about 1.5mm thick in wall, dado,window sill, floor, drain etc. |
| 12 | Supplying ready mixed concrete of M 20 Grade with well graded stone chipof 20 mm nominal size containing designed quantity of cement per Cu.m owet concrete produced in computerised batching plant under controllecondition using approved super plastisizer, designing concrete mix followinI.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer twork site depositing the mix on a platform erected for the purpose at requirelevels of concreting and then placing the mix in its final location of form worcompacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixwith all accessories vibrators etc. inclusive of all other incidental charges ithis connection complete but excluding cost of hire charge of platform and itsupporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier])with approved pump (a) In ground floor |
| 13 | Supplying ready mixed concrete of M 20 Grade with well graded stone chipof 20 mm nominal size containing designed quantity of cement per Cu.m owet concrete produced in computerised batching plant under controllecondition using approved super plastisizer, designing concrete mix followinI.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer twork site depositing the mix on a platform erected for the purpose at requirelevels of concreting and then placing the mix in its final location of form worcompacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixwith all accessories vibrators etc. inclusive of all other incidental charges ithis connection complete but excluding cost of hire charge of platform and itsupporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier])with approved pump (b) In first floor |
| 14 | Supplying ready mixed concrete of M 20 Grade with well graded stone chipof 20 mm nominal size containing designed quantity of cement per Cu.m owet concrete produced in computerised batching plant under controllecondition using approved super plastisizer, designing concrete mix followinI.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer twork site depositing the mix on a platform erected for the purpose at requirelevels of concreting and then placing the mix in its final location of form worcompacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixwith all accessories vibrators etc. inclusive of all other incidental charges ithis connection complete but excluding cost of hire charge of platform and itsupporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier])with approved pump (c) In second floor |
| 15 | Supplying ready mixed concrete of M 20 Grade with well graded stone chipof 20 mm nominal size containing designed quantity of cement per Cu.m owet concrete produced in computerised batching plant under controllecondition using approved super plastisizer, designing concrete mix followinI.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer twork site depositing the mix on a platform erected for the purpose at requirelevels of concreting and then placing the mix in its final location of form worcompacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixwith all accessories vibrators etc. inclusive of all other incidental charges ithis connection complete but excluding cost of hire charge of platform and itsupporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier])with approved pump (d) In third floor |
| 16 | Supplying ready mixed concrete of M 20 Grade with well graded stone chipof 20 mm nominal size containing designed quantity of cement per Cu.m owet concrete produced in computerised batching plant under controllecondition using approved super plastisizer, designing concrete mix followinI.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer twork site depositing the mix on a platform erected for the purpose at requirelevels of concreting and then placing the mix in its final location of form worcompacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixwith all accessories vibrators etc. inclusive of all other incidental charges ithis connection complete but excluding cost of hire charge of platform and itsupporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier])with approved pump (e) Above roof |
| 17 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety. (a) Ground Floor |
| 18 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety.(b) In first floor |
| 19 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety.(c) In second floor |
| 20 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety.(d) In third floor |
| 21 | HIRE AND LABOUR CHARGES FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRACING FOR CONCRETE SLABS, BEAMS AND COLUMNS, LINTELS CURVED OR STRAIGHT INCLUDING FITTING, FIXING AND STRIKING OUT AFTER COMPLETION OF WORKS (UPTO ROOF OF GROUND FLOOR).(WHEN THE HEIGHT OF A PARTICULAR FLOOR IS MORE THAN 4 M THE EQUIVALENT FLOOR HEIGHT SHALL BE TAKEN AS 4 M AND EXTRA FOR WORKS BEYOND THE INITIAL 4 M HT. SHALL BE ALLOWED UNDER 12 (E) FOR EVERY 4 M OR PART THEREOF).(C) STEEL SHUTTERING OR 9 TO 12 MM THICK APPROVED QUALITY PLY BOARD SHUTTERING IN ANY CONCRETE WORK |
| 22 | (b) In 1st. floor |
| 23 | (c) In 2nd. floor |
| 24 | (d) In 3rd. floor |
| 25 | (e) In above roof |
| 26 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply for rods, initial straightening & removal of loose rust (if necessary), cutting to requisite length hooking & bending to correct shape placing in proper position & with 16 gauge black annealed wire at every inter- section, complete as per drawing & direction.a) For works in foundation, basement & upto roof of ground floor/ upto P.L. (Considering of Concrete volume) I. SAIL/ TATA/RINLII. Other thanSAIL/ TATA/RINL |
| 27 | (b) In first floor |
| 28 | (c) In second floor |
| 29 | (d) In third floor |
| 30 | (e) Above roof |
| 31 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency] |
| 32 | Brick work with 1st class bricks in cement mortar (1:6) (a) In ground floor |
| 33 | (b) In first floor |
| 34 | (c) In second floor |
| 35 | (d) In third floor |
| 36 | (e) Above roof |
| 37 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) (a) In ground floor. |
| 38 | (b) In first floor |
| 39 | (c) In second floor |
| 40 | (d) In third floor |
| 41 | (e) Above roof |
| 42 | (b) 75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:3) in ground floor including H.B. netting in every alternate layers. (a) In ground floor. |
| 43 | (b) In first floor |
| 44 | (c) In second floor |
| 45 | (d) In third floor |
| 46 | (e) Above roof |
| 47 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 48 | (b) In 1st. floor |
| 49 | (c) In 2nd. floor |
| 50 | (d) In 3rd. floor |
| 51 | (e) In above roof |
| 52 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] 15 mm thick. (1:4 cement sand morter) internal wall plaster . (a)Ground floor. |
| 53 | (b) In first floor |
| 54 | (c) In second floor |
| 55 | (d) In third floor |
| 56 | (e) Above roof |
| 57 | (c)10mm thick plaster (1:4 cement sand morter) ceiling plast. |
| 58 | (b) In first floor |
| 59 | (c) In second floor |
| 60 | (d) In third floor |
| 61 | (e) Above roof |
| 62 | (b)20mm thick plaster (1:6 cement sand morter) external plaster |
| 63 | (b) In first floor |
| 64 | (c) In second floor |
| 65 | (d) In third floor |
| 66 | (e) above roof |
| 67 | Neat Cement punning about 1.5mm thick in wall, dado,window sill, floor, drain etc. |
| 68 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. 3 mm. thick topping. (High polishing grinding on this item is not permitted with ordinary cement). Using greycement. (ii) 25 mm. thick. |
| 69 | (b) In first floor |
| 70 | (c) In second floor |
| 71 | (d) In third floor |
| 72 | (e) above roof |
| 73 | Supplying, fitting and fixing Black Stone slab used in Kitchen slab, alcove, wardrobe etc. laid and jointed with necessary adhesive Cement mortar (1:2) including grinding or polishing as per direction of Engineer-in -Charge in Ground Floor. (a) Slab Thickness 20 to 25 mm |
| 74 | (b) In first floor |
| 75 | (c) In second floor |
| 76 | (d) In third floor |
| 77 | (a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportioh (1 bonding agent :4 water. 6 cement) |
| 78 | (b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required) |
| 79 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only](a) In ground floor |
| 80 | (b) In first floor |
| 81 | (c) In second floor |
| 82 | (d) In third floor |
| 83 | (e) In roof |
| 84 | (iv) Two point nose steel handle including fitting and fixing. |
| 85 | (vi) steel peg stay 300 mm long including fitting and fixing. |
| 86 | (viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats(Considering 14kg./sq.m.) |
| 87 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. ii) 4mm thick coloured / tinted / smoke glass. |
| 88 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above(CONSIDER 20KG PER SQ.M.) (a) In ground floor |
| 89 | (b) In first floor |
| 90 | (c) In second floor |
| 91 | (d) In third floor |
| 92 | (e) roof |
| 93 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).door section 100mmx75mm (e) Sal : Malayasian (a) In ground floor |
| 94 | (b) In first floor |
| 95 | (c) In second floor |
| 96 | (d) In Third floor |
| 97 | (e) Above roof |
| 98 | Supplying solid flush type doors of commercial quality, the timber frameconsisting of top and bottom rails and side styles of well seasoned timber 65mmwide each and the entire frame fitted with 37.5mm wide battens places both waysin order to make the door of solid core and internal lipping with Garjan orsimilar wood veneers using phenol formaldehyde as glue etc. complete, includingfitting, fixing shutters in position but excluding the cost of hinges and otherfittings in ground floor b) 32 mm thick shutters (single leaf) |
| 99 | (b) In first floor |
| 100 | (c) In second floor |
| 101 | (d) In Third floor |
| 102 | (e) Above roof |
| 103 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete (1:2:4) as per direction. (Cost of concrete will be paid separately) (b) 40mm X 6mm, 200mm Length |
| 104 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vi) 100mm. X 50mm. X 1.25mm. |
| 105 | i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.(a) 200mm long |
| 106 | (A) Iron door ring of approved quality fitted and fixed with nut and washer complete.(ii) 75mm dia. |
| 107 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws.(iv) 150mm long x 10mm dia. bolt. |
| 108 | (ii) Door stopper (Anodised aluminium) |
| 109 | Iron door handle of approved quality fitted & fixed complete.(ii) 150mm x 5.5mm. |
| 110 | Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. |
| 111 | Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickne sand size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cos of steel primers of approved make and manufacture, M.S. frame covered with mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle of either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel usingPVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge.In ground floor |
| 112 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. a) two Coat. |
| 113 | (b) In first floor |
| 114 | (c) In second floor |
| 115 | (d) In third floor |
| 116 | (e) Above roof |
| 117 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. b) Premium 100% Acrylic Emulsion iii) Two Coats-- (a) In Ground floor |
| 118 | (b) In first floor |
| 119 | (c) In second floor |
| 120 | (d) In third floor |
| 121 | (e) Above roof |
| 122 | White washing including cleaning and smoothening surface thoroughly (c) Three coats (on new works only). |
| 123 | (b) In first floor |
| 124 | (c) In second floor |
| 125 | (d) In third floor |
| 126 | (e) Above roof |
| 127 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by san papering etc. |
| 128 | b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 129 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : |
| 130 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : |
| 131 | Best quality sink in mosaic in silver grey colourwith C.P. waste and other fittings, rubber plug and chain, C.I. heavy brackets with two coats of approved paint ii) 600x450x250 |
| 132 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. (i) 450 mm X 300 mm size |
| 133 | Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (iv) 1050 mm long |
| 134 | Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc.a) With 'P' trap (with vent) |
| 135 | Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.(b) Anglo Indian(ii) Plastic (hallow type) white |
| 136 | Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. i) Polythene Flush Pipe |
| 137 | Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. |
| 138 | Supplying, fitting and fixing bib cock or stop cock. g) Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm.ii) 15mm. |
| 139 | Supplying, fitting and fixing bib cock or stop cock.(d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). |
| 140 | Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (iii) 600 mm long |
| 141 | Supplying, fitting & fixing Aluminium domical grating. (ii) 125 mm |
| 142 | Supplying, fitting & fixing Aluminium domical grating. i) (vi) 50 mm |
| 143 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(A) For Exposed Work |
| 144 | (b)(ii) 20 mm dia. medium quality |
| 145 | (C) (ii) 25 mm dia. medium quality |
| 146 | (e)(ii) 40 mm dia. medium quality |
| 147 | (f)(ii) 50 mm dia. medium quality |
| 148 | (h )(ii)80 mm dia. medium quality |
| 149 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).80 mm dia |
| 150 | (iv) 50 mm dia |
| 151 | (v) 40 mm dia |
| 152 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (f) 3000 litre capacity |
| 153 | (a) labour for hoisting plastic water storage tank.(ii) above 1500 litre -5000litre capacity |
| 154 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 for Soil waste and Rain water system (A) (i) Single Socketed 3 Meter Length |
| 155 | (b) 110 mm |
| 156 | Supply of UPVC pipe (B) type & fittings conferming to IS -13592-1992 (B) Fittings (a) 75 mm |
| 157 | (b) 110 mm |
| 158 | (iii) Door Tee (a) 75 mm |
| 159 | (b) 110 mm |
| 160 | v) Plain Y (a) 75 mm |
| 161 | (b) 110 mm |
| 162 | ix) Bend 45º (a) 75 mm |
| 163 | (b) 110 mm |
| 164 | xi) Door Bend (T.S.) (a) 75 mm |
| 165 | (b) 110 mm |
| 166 | xiv) Cross Tee with Door (a)75mm |
| 167 | x (b) 110 mm |
| 168 | xv) Vent Cowl (a) 75 mm |
| 169 | (b) 110 mm |
| 170 | xvi) Pipe Clip (a) 75 mm |
| 171 | (b) 110 mm |
| 172 | A. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mmbelow the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 173 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume).(b) For Medium Sand |
| 174 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 175 | Cement concrete with graded jhama khoa (30 mm size) excludingshuttering ln ground floor and foundation.(a) l:3:6 proportion |
| 176 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, inground ffoor as per relevant lS codes.a) Pakur Variety |
| 177 | Hire & labour charges for shuttering with centering & necessaystaging upto 4m. Approved stout props & thick hard wood planks ofapproved thickness with regarding bracing of concrete slabs, beams,columns, lintel curved or straight including fitting, fixing & striking outafter completion of works. (Foundation & upto P.L.) as per decision &direction of Enginee.-ln-Charge(0 25 mm to 30 mm shuttering wilhout staging in foundation(al ln qround floor |
| 178 | Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.[Border concrete if necessary to be paid separately].Note: Sub-grade CBR should not be less than 5. |
| 179 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) |
| 180 | Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm. |
| 181 | Eadh work in excavation of foundation trenches or draios. in allsorts of soil (including mixed soil but excluding laterite orsandstone) including removing. spreading or stacking the spoilswithin a lead of 75 m. as directed. The item includes necessarytnmming the sides of trenches, levelling, dressing and rammingthe bottom, bailing out waler as required completea) 500 mm internal dia |
| 182 | Earth work in filling in foundation trenches or plinth with goodearth, in laye.s not exceeding 150 mm. including watering andramming etc. layer by layer complete. (Payment to be made onthe basis of measurement of finished quantity ofwo*) (a) With earlh obtained from excavation of foundation |
| 183 | Supplying fitting fixing with cement jointing (1:3) salt glazed stoneware pipe including excavation of earth upto 1.5 m. depth in all sorts of soil both mixed or unmixed and refiulling (but excluding concreting at bottom and sides). |
| 184 | ii) 225 mm internal dia |
| 185 | iii) 150 mm internal dia |
| 186 | Supplying at sjte and laying salt glazed stoneware pipeincluding lowering the same inlo the lrench, laying on the bed intrench in prescribed gradjent, depth and alignment includingcement gasket joint.(1:2). i)375 mm dia |
| 187 | Single Brick Flat Soling and picked jhama bricks including romming and dressing bed to proper level and filling joints with local sand |
| 188 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering in ground floor and foundation |
| 189 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling,15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. |
| 190 | iii) Extra for each additional depth of 150 mm or part thereof beyond initial 600mm depth. |
| 191 | Construchon of special inspection chamber pit of size 900mm. X 600mm (inside easurement) without shafi with 250mm lhick cement brick work (1:4) over 150mm.thick jhama cement conc. (1:4:8) bed over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary cement concrete (mix1 .1 .5:3) with 1% reinforcement over the chamber, brick on edge flooring with ordinary cemenl concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1 :4) finished fine with '1.5 mm. thick eat cement an the inside wallsand invert including supplying, fitting and fixing 450mm. dia. 1t5 M.T.) heavy duty R.C.P.C. cover and f.ame ('15 M T load bearing capacity) with o.dinary cement concrete (mix 1:2:4) and C.l. steps (4 k9. each) including cutting hard crust, excavation, dewatering, back filling and removal of spoils but excludingshoring as per standa.d drawing (depth of anvert between 'l '15m. to 1.80m. below G.L.)i) Average depth of invert 1 15 m. below G LUD&MASch '18P-26t-2043.00 |
| 192 | ii) Addition to rate of manhole chamber without shaft as perabove item for each addition in depth of 100 mm or partthereof.a)Wlth 250 mm thick brick work |
| 193 | Construction of Catch pit 600mmx525mm (insade measurement) and depth of invert 1000mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrele (1:4:8) bed over a layer of brick flat solingincluding providing 100mm. thick R.C.C. slab with ordjnary cement concrete (mix 1:1.5:3) with 1% reinforcement brick-onedge flooring with 20 mm. thick cement plaster (1r4) flnished fine with 1.5 mm. thick neat cement in the inside walls andinvert including supplying and fixing R.C.P.C. gully grid (5 M.T.load bearang capacity) and 150 mm. dia. C.l. Syphone including cutting hard crust, excavation, dewatering, back filling and removal of spoils as per standard drawing of K.M.C. |
| 194 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-incharge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth lpto 1.5 m to 3.00 m |
| 195 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 196 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 197 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). |
| 198 | Bailing or pumping out water from foundationtrenches. |
| 199 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 200 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion |
| 201 | Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier]In Ground Floor and Foundation(i) Without approved concrete pump |
| 202 | Hire & labour charges for shuttering with centering & necessay staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works. (Foundation & upto P.L.) as per decision & direction of Engineer-In-Charge. (f) 25 mm to 30 mm shuttering without staging in foundation |
| 203 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply for rods, initial straightening & removal of loose rust (if necessary), cutting to requisite length hooking & bending to correct shape placing in proper position & with 16 gauge black annealed wire at every inter- section, complete as per drawing & direction.a) For works in foundation, basement & upto roof of ground floor/ upto P.L. (Considering of Concrete volume) II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL(Considering 1.25% of Conc. Vol.) |
| 204 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 205 | (b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required) |
| 206 | (a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification. |
| 207 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](c)10mm thick plaster (1:4 cement sand morter) ceiling plast. |
| 208 | Neat Cement punning about 1.5mm thick in wall, dado,window sill, floor, drain etc. |
| 209 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) |
| 210 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. |
| 211 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) |
| 212 | (ii) 100 mm dia (Internal) |
| 213 | Supplying, fibre glass reinforced Epoxy resin slotted strainer of 1 mm slotwidth in 6.1m length of approved make and as per direction of theEngineer - in - Charge.(a) 100 mm nominal dia (i) 6.0 mm wall thickness |
| 214 | Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete. |
| 215 | (ii) Next 50 metre |
| 216 | (iii) Next 50 metre |
| 217 | (iv) Rest 100 metre |
| 218 | Supplying M.S. male/ female adopter of approved make and brand for coupling of M.S. pipe and fibre glass strainers, as per direction of the Engineer - in - Charge. |
| 219 | Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm. |
| 220 | Supplying, fitting and fixing heavy type bell mouth reducing socket. |
| 221 | Supplying, fitting and fixing G.I. cap at top |
| 222 | Supplying fitting and fixing M.S. Socket ring |
| 223 | (iii) 200 mm |
| 224 | Providing and fixing bell plug as required upto 250 mm (internal) dia. ERWMS pipe including cost of materials and labour complete. |
| 225 | Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. |
| 226 | Providing 200 mm centre guide (i) With Clamp |
| 227 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. |
| 228 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 229 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in- charge including cost of all materials labour and equipment complete. NOTE : Initial 6m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water. |
| 230 | Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete. |
| 231 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. |
| 232 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor a) upto 150 mm. thick |
| 233 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof. |
| 234 | Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed. |
| 235 | Surface Dressing of the ground in any kind of soilincluding removing vegetation inequalities notexceeding 15 cm depth and disposal of the rubbishwithin a lead upto 75 m as directed. |
| 236 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission ofEngineer-in-Charge prior to execution will be necessary).(Payment to be made on area cleared) |
| 237 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 238 | Taking out carefully Ranigunge pattern tiles from roof stacking seviceable tiles at site and removing rubbish as directed within a lead of 75m. |
| 239 | Sub Total |
| 240 | GST 18% |
| 241 | CESS 1% Please Enable Macros to View BoQ information |
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