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| 1 | A) SH: CWR (200000 Gallon Capacity) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. a) All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 4 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.\"-All kinds of soil |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6)1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size |
| 7 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 8 | 5.8.1.2)Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 9 | 5.8.3)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 10 | 5.8.5.2)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 11 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 12 | 5.8.6.1 Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 13 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Upto plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 15 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:5.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 18 | 6 mm cement plaster of mix :i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 19 | Neat cement punning. |
| 20 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 21 | Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittingsincluding trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work. |
| 22 | ix) 100 mm dia. Nominal bore |
| 23 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 24 | i) 100 mm dia. |
| 25 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -Charge.B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soiliI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 26 | Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as perCPWD specification and direction of the Engineer - in - charge. |
| 27 | ii) 150 mm dia |
| 28 | iii). 200 mm dia |
| 29 | iv). 250 mm dia |
| 30 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge |
| 31 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 32 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.A. With 1st class bricks. No. 14,488.00 |
| 33 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. |
| 34 | i). 150 mm dia. A)PN - 1.6 |
| 35 | ii). 200 mm dia.A)PN - 1.6 |
| 36 | iii) 250 mm dia.A.) PN - 1.6 |
| 37 | Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). |
| 38 | vi. 200 mm dia |
| 39 | vii. 250 mm dia |
| 40 | Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.i Upto 300 mm dia |
| 41 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. |
| 42 | i. 150 mm dia |
| 43 | ii. 200 mm dia |
| 44 | iii. 250 mm dia |
| 45 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work |
| 46 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 47 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.12.27.1 Water thinnable cement primer |
| 48 | Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.iii. 100 mm dia No. |
| 49 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawingsand MoRD Technical Specification Clause 1701. |
| 50 | Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans and MoRT&H Technical Specification Clause 802.. |
| 51 | A. Truss and Vertical support |
| 52 | B. Aluminium Alloy Plate for Over Head Sign |
| 53 | B) SH : Construction of Clear Water Pump House cum Chlorination Room |
| 54 | First class brick work in foundation and plinth including cost of all materials as required complete:6.1.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 55 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 56 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 57 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 58 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-a) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.5.3.1.4)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 59 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.5.2.4) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 60 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 61 | 5.9.5.2)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 62 | iii.Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 63 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.11.1.2 0.63mm thick with zinc coating not less than 275gm/m2 |
| 64 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burn brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.10.5.1)40mm thick. |
| 65 | 12 mm cement plaster of mix12.1.2)In cement mortar 1 : 4 ( 1 cement : 4 fine sand) |
| 66 | 15 mm cement plaster on the rough side of single orhalf brick wall of mix.12.2.4) In cement mortar 1 : 4 ( 1 cement : 6 fine sand ) |
| 67 | Steel work in built up tubular (round, square orrectangular hollow tubes etc.) trusses etc., includingcutting, hoisting, fixing in position and applying apriming coat of approved steel primer, including weldingand bolted with special shaped washers etc. complete:-Hot finished welded type tubes |
| 68 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc. |
| 69 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 70 | Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an evenshade [Payment shall be made after submission of TestCertificate issued by the Manufacturer]Two or more coats on new work over an under coat ofsuitable shade with ordinary paint (primer) of approvedbrand and manufacture |
| 71 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 72 | Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete.10.13.1)18 mm thick |
| 73 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-Using M.S. angels 40x40x6 mm for diagonal braces. |
| 74 | Supply & installation of pre-painted Galvalume sheetsfor roofing/cladding (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) in550mpa steel grade, made out of Cold Rolled Steelcoated with Zinc-Aluminium alloy coating of 43.5% Zn,55% Al and 1.5% Silicon confirming to ASTMA792/A792M and AS1397, Alloy coating AZ150/AZ70,colour coated with high quality Polyester coating, topcoated of modified polyester of 20 micron, back sidecoat of 5 micron, having epoxy primer coat of 5 micronon both side. Sheet should have protective guard filmof 25 microns minimum to avoid scratches whiletransportation and should be supplied in singlelength upto 12 metre or as desired by Engineer-incharge.The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55mm) with EPDMwashers filled with white lead complete upto anypitch in horizontal/ vertical or curved surfacesexcluding the cost of purlins, rafters and trusses andincluding cutting to size and shape wherever required.11.15.3 0.50mm thickness |
| 75 | Providing and installation of 1(one) No, Electro Chlorinator, for onsite generation of sodium hypochlorite solution capable ofdischarging 100 gm per hour active chlorine.Ref:-01/CE/EE/DWS/DIVN/DMR/2016-17 |
| 76 | C) SH:- Construction of boundary wall and allied works |
| 77 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 78 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All kinds of soil |
| 79 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 80 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6)1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size |
| 81 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 82 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-5.2.2.) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 83 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-5.3.2.) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 84 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 85 | 5.8.1.1)Foundations, footings, bases for columns etc. for massconcrete with timber plank |
| 86 | 5.8.5.2)Lintels, beams, plinth beams, girders, bressumers andcantilevers with wooden plank |
| 87 | 5.8.6.2) Columns, Pillars, Piers, Abutments, Posts and Struts withwooden plank |
| 88 | 5.8.3)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shutteringply |
| 89 | b) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 90 | First class brick work in foundation and plinth including cost of all materials as required complete:-6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 91 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 92 | Steel work welded in built up section/ framed work including cutting hoisting, fixing in position and applying a prime coat of approved steel primer using steel etc. Complete as required.9.15.2)In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 93 | 12 mm cement plaster of mix 12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 94 | 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 95 | 6 mm cement plaster of mix :In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 96 | Neat cement punning. |
| 97 | Applying priming coats with primer of approved brand and maufacture, having low VOC (Volatile organic compound) content. [ Payment shall be made after submission of Test Certificate issued by the Manufacturer].(SOR 2017 PWD Buildings-12.34)12.34.3) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 98 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 99 | Painting with synthetic enamel paint of approved brandand manufacture to give an even shade [Payment shallbe made after submission of Test Certificate issued bythe Manufacturer]:Two or more coats on new work |
| 100 | Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. |
| 101 | Providing and fixing precast chequered cement concretetiles 18 mm thick, laid in footpath & courtyard, on 20mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 finesand ) jointed with neat cement slurry including rubbingand cleaning complete as per direction of the Engineer-in-Charge. |
| 102 | Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\"shaped mild steel shear key welded with existingreinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-incharge. |
| 103 | D) SH : Construction of Toilet blockin/c RCC overhead tank at top and allied works |
| 104 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 105 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 106 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stoneaggregate 40 mm nominal size) |
| 107 | First class brick work in foundation and plinthincluding cost of all materials as required completei) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 108 | 6.3 First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 109 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 110 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 10.9.2 40 mm thick with 20 mm well burnt brick aggregate |
| 111 | 12 mm cement plaster of mix 12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 112 | 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 113 | Neat cement punning |
| 114 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size |
| 115 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-5.3.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 116 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 117 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 118 | 5.8.5.2)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 119 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete above plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 120 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete. 12.6.1 In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 121 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : 8.1.2) Karai wood |
| 122 | Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. a) Local Teak woodi. 35 mm thick shutters |
| 123 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 : 18.1.1 White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 124 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design |
| 125 | Providing fitting fixing of PVC Vent cowl (ISI marked) with solvent cement complete as per specification and direction of the Engineer - in - chargei.) 110 mm dia. nominal bore |
| 126 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cementconforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. A). Class - 3 ( working pressure 6.0 kg / cm2) ii). 110 mm OD |
| 127 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge ii). 110 mm OD |
| 128 | Colour washing such as green, blue or buff with whiting to give an even shade on new work (two or more coats ) complete. 12.22.1 New work (two or more coats) with a base coat of white washing with lime |
| 129 | Painting with synthetic enamel paint of approved brandand manufacture to give an even shade [Payment shallbe made after submission of Test Certificate issued bythe Manufacturer]:Two or more coats on new work |
| 130 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in charge (cost of earth work and fittings will be paid separately). |
| 131 | i. 15 mm dia |
| 132 | ii. 20 mm dia |
| 133 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 134 | i) 15 mm dia |
| 135 | ii) 20 mm dia |
| 136 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - chargei). 15 mm dia 225 mm long |
| 137 | Providing and fixing brass bib cock of approved quality : i). 15 mm nominal bore |
| 138 | 19.16 Providing and fixing brass stop cock of approved quality i). 15 mm nominal bore |
| 139 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil |
| 140 | Providing andplacing on terrace (at all floor levels) polyethylene water stroge tank ISI:12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base support for tank. |
