|
| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | Providing & laying in position cement concrete in 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) D.S.R. (2023) CODE. 4.1.11 |
| 4 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203. MoRD Spec. 600 & 1200 II Chapter 11 SI.No. 11.5 (2) |
| 5 | Construction of granular sub-base by providing well graded material , spreading in uniform layers with moter graded on prepared surface ,mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achive the desired density, complete as per Technical Specification Clause. 401. |
| 6 | Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled smooth roller 80-100 KN in stages to proper grade and camber applying and brooming requisite type of screening/binding materials to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause . MoRD Spec. 405 Chapter 4 SI.No. 4.7 |
| 7 | Providing and Laying of interlocking concrete block pavement having thickness 80 mm as per drawings and technical specification clause .MoRD Spec. 1504 Chapter 6 SI.No. 6.7 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). D.S.R. CODE. 4.1.3 |
| 9 | Supply and Laying of R.C.C. Hume Pipes 350mm NP-3 including collrs/spigot & Socketted Type Joint,Conforming to BIS specification as per IS 458:2003 |
| 10 | Supply and fixing of informatory M.S sign board, size 1.2X0.90m made of 18mm gauge M.S sheet fic in ISA 40X40X6mm, frame support in back side by 40X5mm flat iron on all four side along with to vertical post of2.90mt. Diagonal bracing of size 40x5mm fiat iron, electrically welded and painted with one coat red oxide primer and 2 coat superier quality enamel paint with lettering work of required specified information also I/c fixing in trench both side C.C. 1:2:4 size 0.45 x 0.45x0.50 m Required for proper complation of the work. Reference Specification S.I. No. 502 |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per Sl no. -13.62.1 |
| 12 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per Sl no. -13.41.1 Two Coats |
| 13 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats |
| 14 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 |
| 15 | Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming to IS:15622, of approved make, in colours 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 grounting the joints with white cement and matching pigmrnts etc., complete as per SI no. 11.39 |
| 16 | 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. as per SI no. 11.37 A |
| 17 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (25 mm thick). As per SI No-11.26 |
| 18 | Providing and fixing 18 mm thick Granite (gang saw cut) mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red. (Slab area above 0.50 Sq.M.) As per SI no- 8.2.2.2 |
| 19 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) |
| 20 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 |
| 21 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 |
| 22 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as SI No-5.2.2 |
| 23 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level 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(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 |
| 24 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 |
| 25 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 |
| 26 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1 |
| 27 | Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 |
| 28 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. M.S. Angle 35x35x5 for door frames as per SI no. 10.31 |
| 29 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary. Extra for cutting rebate in flush door shutters as per SI No- 9.21.2 |
| 30 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per IS 13.5.2 |
| 31 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 |
| 32 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) . (a) 250mm x 16mm. As SI. 9.62.1 |
| 33 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 250mm x 10mm. As per 9.63.1 |
| 34 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 200mm x 10mm. As per 9.63.2 |
| 35 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (a) 125 mm. 9.66.1 |
| 36 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (a) 100 mm. 9.66.2 |
| 37 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. As per SI No- 14.34 |
| 38 | Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per SI- 5.9.5 |
| 39 | Centering and shuttering including stutting, propping etc. and removal of form. Column as per SI- 5.9.6 |
| 40 | Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per SI- 5.9.1 |
| 41 | (A) Boring 150 dia bore hole including labuar, T & P etc. required for proper compelete of the work. |
| 42 | (B) Lowring 110 dia mm PVC pipe in bore hole including labuar, T & P etc. rquire for proper compelete ofthe work. |
| 43 | (C) Providing and fixing 110 mm dia PVC pipe 6KG/cm2 |
| 44 | (D) Shrounding and packing graded coarse sand in between bore wall & the Strainer including supply of coarse sand, labour, T&P ete required for proper compeletion of work. |
| 45 | (E) Providing and fixing G.I. pipe 32mm dia Nominal bore compelete with GI Fitting |
| 46 | (H) Submersible pump Kirlosker / Crompton or equivalent 2.0 HP I.S.I. marked. |
| 47 | (I) Single fase stater for submersible of I.S.I marked. |
| 48 | (J) 2.5 mm Sq cable for submersible moter pump. |
| 49 | (K) 4 Inch dia MS clamp made with 32*5 mm flate iron with nut & bolt |
| 50 | (L) 100 mm dia & P.V.C endcap. |
| 51 | (M) Solution for jointing P.V.C pipe. 250 gram |
| 52 | (N) 32 mm C.P.V.C pipe |
| 53 | (O) Developing of bore well by over pumping and back washing till the discharge is free from turbidity not greater then 20 p.p.m. after 20 minutes of starting of pump including hiring charges of pump set, labours, T&P complete required of completion of work. |
| 54 | (P) Nylon cloth for strainer including plastic rope, cutting holes in PVC pipe etc complete. |
| 55 | S/F of Complete Water Kiosk System With All Fittings & Installation |
| 56 | S/F of Solar Street Lights |
| 57 | S/F of High Mast Lights |
| 58 | S/F of Benches |
| 59 | S/F of Steel Dustbins |
| 60 | Gardening/Plantation |
| 61 | Extra Items for Beautification |
| 62 | Plumbering & electrification Please Enable Macros to View BoQ information |
