Public Works Department-PWD has published Jjm Scheme Under Gomati Tripura District During The Year 2023-24 /Sh: Construction Of 30000 Gallon Per Day Capacity Innovative Water Supply Scheme At Bivaram Para Under Malbasa Vc Based On Mailak Cherra / Site Development Works, Construction Of Raw Water . Submission Date for this Tender is 28-02-2024. Pipe Laying Tenders in karbook Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Site Development |
| 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. -All kinds of soil |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 4 | Raw Water Pump House, Electrical works |
| 5 | 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. -All kinds of soil |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 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 |
| 7 | 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 |
| 8 | 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. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand :4 graded stone aggregate 20 mm nominal size) |
| 10 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 11 | 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 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 12 | 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 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 13 | 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 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 14 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 15 | First class brickin 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 ). |
| 16 | First class brick work in foundation and plinth including cost of all materials as required complete:- 6.1.5) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 17 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 18 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 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. |
| 19 | 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 stone aggregate 20 mm nominal size) |
| 20 | 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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | 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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 22 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 23 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 24 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 25 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 26 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 27 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 28 | Weather shade, Chajjas, corbels etc., including edges |
| 29 | 12 mm cement plaster of mix a) Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 30 | 15 mm cement plaster on the rough side of single or half brick wall of mix: a) Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 31 | 6 mm cement plaster of mix : a) Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 32 | Neat cement punning. |
| 33 | 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 and cost of glass strips etc. all complete as per direction of the Engineer-in-charge. 40mm thick. |
| 34 | 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. all complete as per direction of the Engineer-in-charge. 18 mm thick |
| 35 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 36 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 37 | 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. Fixed to steel windows by welding |
| 38 | 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 |
| 39 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 40 | 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 andtrusses and including cutting to size and shape wherever required. 0.63mm thick with zinc coating not less than 275gm/m2 |
| 41 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. Water thinnable cement primer |
| 42 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 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) |
| 43 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] Two Coats |
| 44 | 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 |
| 45 | 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer : Raised Band |
| 46 | Lettering with black japan paint of approved brand and manufacture.[Payment shall be made after submission of Test Certificate issued by the Manufacturer]. |
| 47 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge.. |
| 48 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 16 sqmm |
| 49 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. ii) 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 50 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 100 amps |
| 51 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. Iv) 63-80Amps |
| 52 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 53 | Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make)and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 54 | Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge. |
| 55 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V |
| 56 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) ,laying of 4 mm dia GI wire from earth electrode to panel,including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 57 | Providing & fitting, fixing of 5000/23 (GPH/M3/Hr) capacity of 45-60 mtr head of horizontal split case centifugal pump & accessoriesalong withmotor of 7.5 KW/10 HP, TEFC sq cage 1500/2900 FPM (syn) 3 phase 415 + 10% volt 50 hz, Ac supply case "F" insulation IP-55 protection Horizantal foot mounted induction motor as per IS-325, 1987, Suction & Delivery Dia 65 X 50 mm in/c making RCC base ( Cost of RCC Base will be paid Separately) for fitting fixing of pump motor set complete at site of work as per direction of the Engin- in charge |
| 58 | Providing and fitting fixing MS Foot valve as per relevant IS specification and the direction of the Engineer-in-charge.i) 80 mm dia |
| 59 | Providing and fitting fixing PVC suction hose pipes of wall thickness 6 mm. as per relevant IS specification and direction of Engineer-in-charge. i) 80 mm dia |
| 60 | Providing and fitting fixing M.S. clamp for hose pipes with nuts & bolts complete as per relevant IS specification and direction of Engineer-in-charge.i) 80 mm dia |
| 61 | RCC TRAY AERATOR ( 5000 GPH Capacity) |
| 62 | 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 |
| 63 | 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 |
| 64 | 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. |
| 65 | 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 well burnt brick aggregate 40 mm nominal size |
| 66 | 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: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 67 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 68 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 69 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 70 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 71 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 72 | Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 73 | ii) Circular Columns with ply shutters |
| 74 | iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 75 | iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 76 | 6 mm cement plaster of mix : Cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 77 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 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) |
| 78 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 79 | 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 |
| 80 | Providing and 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. i) 150 mm dia Ductile Iron Class K-7 Pipes |
| 81 | ii) 200 mm dia Ductile Iron Class K-7 Pipes |
| 82 | Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A)External work. i) 150 mm dia. nominal bore |
| 83 | Providing and fixing G.I. pipes of Medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A)External work. i) 100 mm dia. nominal bore |
| 84 | ii) 150 mm dia. nominal bore |
| 85 | 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. i) 150 mm dia |
| 86 | 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. i) 150 mm dia A)PN - 1.6 |
| 87 | ii) 200 mm dia A)PN - 1.6 |
| 88 | Providing and fixing CI non return valve of approved quality as per CPWD specification and direction of the Engineer - in charge. i) 150 mm nominal bore |
| 89 | 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. i) 150 mm dia |
| 90 | ii) 200 mm dia |
| 91 | Charges for cutting D.I. pipe with steel saw bymanual means as per CPWD specification and direction of the Engineer - in charge. i) 150 mm dia |
| 92 | ii) 200 mm dia |
| 93 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse 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 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : (i) With Second Class bricks |
| 94 | Sedimentation Tank (30000 Gallon Capacity) |
| 95 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 96 | 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. -All kinds of soil |
| 97 | 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 |
| 98 | 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 |
| 99 | 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. |
| 100 | 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 well burnt brick aggregate 40 mm nominal size |
| 101 | ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 102 | 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: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 103 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 104 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 105 | Centering shuttering including struttings, propping etc. and removal of form work for: i)Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 106 | ii)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 107 | iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 108 | iv)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 109 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 110 | First class brick work in foundation and plinth including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 111 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 112 | 6 mm cement plaster of mix : i) Cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 113 | Neat cement punning. |
| 114 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-i) G.I.pipes |
| 115 | Providing and fixingC.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 i) 200 mm dia A.PN-1.6 |
| 116 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification |
| 117 | Providing and fixing G.I pipes medium class as per IS: 1239 with latest amendment complete with G.I fittings in/c 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 i) 100 mm dia nominal bore |
| 118 | Providing structural steel work in single section fixed withorwithout connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 119 | HRF SSF (5000 Lit/Hr. capacity) |
| 120 | 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 |
| 121 | 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. a) All kinds of soil |
| 122 | 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. |
| 123 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – a) All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 124 | ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 125 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification |
| 126 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- a) All work upto plinth level: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 127 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 128 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 129 | Centering shuttering including struttings, propping etc. and removal of form work for i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 130 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 131 | iii) Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props. |
| 132 | i) 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. i) Cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 133 | 6 mm cement plaster of mix : Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 134 | Neat cement punning. |
| 135 | First class brick work in foundation and plinth including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 136 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 137 | Providing and fixing hand rail using structural steel etc.of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required i)G.I.pipes. |
| 138 | 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. |
| 139 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : i. New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 140 | 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 |
| 141 | Excavating trenches of required widthfor 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 pipel ine, 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 work a) In all kinds of soil i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 142 | Providing and 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. i)100 mm dia |
| 143 | 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.i)100 mm dia |
| 144 | Providing andfixing DI specials as per CPWD specification and direction of the Engineer - in - charge. A) D.I. all socketted Bend 90 degree i) 100 mmdia |
| 145 | F) D.I. all socketted tee i) 100 x 100 x 100 mm dia |
| 146 | J) D.I. Flanged Socketted tail piece i) 100 mmdia |
| 147 | Charges for cutting D.I. pipe with steel saw by manual meansas per CPWD specification and direction of the Engineer - in - charge. i) 100mmdia |
| 148 | Providing and fixingG.I. Full way valveas per CPWD specification and direction of the Engineer - in - charge. i) 100mmdia |
| 149 | Providing and fixingC.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. i) 100mmdia |
| 150 | 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. i) 150 mmdia. nominalbore |
| 151 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 100 x 100 x 100mm dia |
| 152 | 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. |
| 153 | Providing and fixing of UPVC end cap / well cap suitable for UPVC "CM" casing or "CS" casing or "RS" pipes as per specification and direction of the Engineer - in - charge. i) 100 mm dia |
| 154 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 110 x 110 mm dia |
| 155 | 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 per CPWD specification and direction of the Engineer - in - charge. A) Class - 3 ( working pressure 6.0 kg / cm2) i) 110 mm OD |
| 156 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 110 mm dia |
| 157 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 100 x 100 x40 mm dia |
| 158 | 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. i) 40mm dia |
| 159 | Providingand placing filter gravel having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and thedirection of the Engineer - in-charge. |
| 160 | Providing and fixing 1st class quality ceramic glazed wall tiles 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-incharge 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 etc. all complete as per direction of the Engineer in-charge. (i) 450 mm X 300 mm in all shades and design |
| 161 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including 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 i) 80 mm dia. nominal bore |
| 162 | ii) 100 mm dia. nominal bore |
| 163 | CWR (30000 Gallon Capacity) with pump house |
| 164 | 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 |
| 165 | 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. |
| 166 | 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 |
| 167 | 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 well burnt brick aggregate 40 mm nominal size |
| 168 | First class brick work in foundation and plinth including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 6 fine sand ). |
| 169 | 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:i)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 170 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 171 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 172 | Centering shuttering including struttings, propping etc. and removal of form work for: i)Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 173 | ii)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 174 | iii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 175 | iv) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 176 | v) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 177 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 178 | 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. i) Cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 179 | 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. |
| 180 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 181 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : i) 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 |
| 182 | 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 |
| 183 | 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. i) 150 mm dia. nominal bore |
| 184 | ii) 100 mm dia. nominal bore |
| 185 | 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. i) 100 mm dia. |
| 186 | ii) 150 mm dia. |
| 187 | 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. ii) 150 mm dia |
| 188 | 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. i) 150 mm dia. |
| 189 | ii) 200 mm dia. |
| 190 | iii) 100 mm dia. |
| 191 | Providing and 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. i) 150 mm dia Ductile Iron Class K-7 pipes. |
| 192 | ii) 200 mm dia Ductile Iron Class K-7 pipes. |
| 193 | iii) 100 mm dia Ductile Iron Class K-7 pipes. |
| 194 | 6 mm cement plaster of mix : i) Cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 195 | Neat cement punning. |
| 196 | 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: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 197 | Providing and fixing 1st class quality ceramic glazed wall tiles 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-incharge 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 etc. all complete as per direction of the Engineer in-charge. (i) 450 mm X 300 mm in all shades and design |
| 198 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. all complete as per direction of the Engineer in-charge.-Mat Finish Tiles/ Anti-skid Tiles/ Glossy Tilesi) 300 mm x 300 mm in all shades and designs |
| 199 | Providing and fitting fixing of hoarding cum display board of JJM of size 8 ft. x 6 ft. (2.40 m x 1.80 m) with frame comprising of 40 mm dia GI pipe (medium class) around the board, 2 nos. 25 x 25 x 4 mm size MSvertical stiffners withequally placed and 1 no.25 x 25 x 4mm size MS horizontal stiffner centrally placed and 2 mm thick MS Sheet (2.40 m x 1.80 m) with necessary welding, painting, lettering and erected vertically in such a way bottom of the board shall be placed 900mm above the Ground Level with 2 nos. 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 Cement : 2 fine Sand: 4 graded well burnt brick aggregate 20 mm nominal size) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification and direction of the Engineer-in-Charge. |
| 200 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 201 | 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- i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 202 | 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-i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 203 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 204 | Centering shuttering including struttings, propping etc. and removal of form work for i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 205 | ii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 206 | iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 207 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : i) Karai wood |
| 208 | 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 wood i) 35 mm thick shutters |
| 209 | 8.46 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. i) Fixed to openings /wooden frames with rawl plugs screws etc. |
| 210 | 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) |
| 211 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : i)100 x 10 mm |
| 212 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : i)100 mm |
| 213 | 8.60 Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete i) 250 x 16 mm |
| 214 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design |
| 215 | 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. i) 40 mm thick with 20 mm well burnt brick aggregate |
| 216 | 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 as per direction of Engineer-in-charge. i)18 mm thick |
| 217 | 12 mm cement plaster of mix i)Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 218 | 15 mm cement plaster on the rough side of single or half brick wall of mix: i) Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 219 | 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. i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 220 | Neat cement punning. |
| 221 | Colour washing such as green, blue or buff with whiting to give an even shade i) New work (two or more coats) with a base coat of white washing with lime |
| 222 | Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer] i) With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 223 | 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 |
| 224 | 18 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) i)Raised Band |
| 225 | Lettering with black japan paint of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. |
| 226 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge |
| 227 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge i) 16 sqm |
| 228 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge |
| 229 | Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge |
| 230 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i. 35 HP/26 kw Relay range within 20-32 + 10% |
| 231 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge i. 100 amps |
| 232 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i. for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 233 | Providing, fitting fixing and installation of 22.8 m3/hr, 25 HP/18.5 KW x 123 mtrs. Head water lubricated submersible pump of maximum 150-200 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 10 sq.mm jointless PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clipsand nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller, C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes). |
| 234 | Extra for providing and mixing water proofingmaterial in cement concrete work in doses by weight of cement as per manufacturer"s specification |
| 235 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse 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 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : (i) With Second Class bricks |
| 236 | Laying of Pipeline in/c all necessary fitting etc. |
| 237 | 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. A. For UPVC pipes in new work a) In all kinds of soil i. For pipes not exceeding 90 mm dia |
| 238 | A. For UPVC pipes in new work a) In all kinds of soil ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 239 | B) For G.I. / C.I. / D.I. pipes in new work a) In all kinds of soil ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 240 | Providing and 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. i) 100 mm dia Ductile Iron Class K-7 pipes. |
| 241 | ii) 125 mm dia Ductile Iron Class K-7 pipes. |
| 242 | iii) 150 mm dia Ductile Iron Class K-7 pipes. |
| 243 | 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) i) 90 mm OD |
| 244 | ii) 110 mm OD |
| 245 | iii) 140 mm OD |
| 246 | 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. i) 100 mm dia |
| 247 | ii) 125 mm dia |
| 248 | iii) 150 mm dia |
| 249 | 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. i) 80 mm dia PN-1.6 |
| 250 | ii) 100 mm dia PN-1.6 |
| 251 | iii) 125 mm dia PN-1.6 |
| 252 | iv) 150 mm dia PN-1.6 |
| 253 | Providing and fixing C.I. non-return valveofapproved quality as perCPWD specification and direction of the Engineer - in - charge. i) 150 mm nominal bore |
| 254 | Providing andfixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertionsetc. complete as perCPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). i) 100 mm dia |
| 255 | ii) 125 mm dia |
| 256 | iii) 150 mm dia |
| 257 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia |
| 258 | ii) 125 mm dia |
| 259 | iii) 150 mm dia |
| 260 | iv) 200 mm dia |
| 261 | 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 |
| 262 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. a) 90 x 90 mm dia |
| 263 | b) 110 x 110 mm dia |
| 264 | c) 140 x 140 mm dia |
| 265 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. a) 90 mm dia |
| 266 | b) 110 mm dia |
| 267 | c) 140 mm dia |
| 268 | 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. a) 90 mm dia |
| 269 | b) 110 mm dia |
| 270 | c) 140 mm dia |
| 271 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge. i) 110 x 90 mm dia |
| 272 | ii) 140 x 110 mm dia |
| 273 | iii) 140 x 90 mm dia |
| 274 | Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. a) 90 mm dia |
| 275 | b) 110 mm dia |
| 276 | c) 140 mm dia |
| 277 | Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. a) 90 mm dia |
| 278 | b) 110 mm dia |
| 279 | c) 140 mm dia |
| 280 | Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm nominal bore |
| 281 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse 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 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : (i) With Second Class bricks |
| 282 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). i. 15 mm dia |
| 283 | ii. 20 mm dia |
| 284 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia with 15 mm dia opening |
| 285 | ii) 110 mm dia with 15 mm dia opening |
| 286 | iii) 140 mm dia with 15 mm dia opening |
| 287 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia |
| 288 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia |
| 289 | ii) 20 mm dia |
| 290 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. B) by manual means |
| 291 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – a) All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 292 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including 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 i) 80 mm dia. nominal bore |
| 293 | ii) 100 mm dia. nominal bore |
| 294 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i)100 x 80 mm dia |
| 295 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge. A. D.I. Flanged Socketted tail piece i). 150 mm dia |
| 296 | A. D.I. Flanged Socketted tail piece ii). 125 mm dia |
| 297 | A. D.I. Flanged Socketted tail piece iii). 100 mm dia |
| 298 | B. D.I. Flanged Spigotted tail piece i). 150 mm dia |
| 299 | B. D.I. Flanged Spigotted tail piece ii). 125 mm dia |
| 300 | B. D.I. Flanged Spigotted tail piece iii). 100 mm dia |
| 301 | C. D.I. all socketted tee I) 100 x 100 x 100 mm dia |
| 302 | C. D.I. all socketted tee iI) 150 x 150 x 150 mm dia |
| 303 | D)D.I. all socketted Bend 90 degree i) 100 mm dia |
| 304 | D)D.I. all socketted Bend 90 degree i) 150 mm dia |
| 305 | 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. i) 100 mm dia |
| 306 | ii) 80 mm dia |
| 307 | iii) 150 mm dia |
| 308 | 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. |
| 309 | 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 |
| 310 | First class brick work in foundation and plinth including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 311 | 12 mm cement plaster of mix i)Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 312 | Neat cement punning. |
| 313 | 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. i) 15 mm dia. |
| 314 | Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made withreinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia tiesincluding plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225mm long and fitting fixing ofPVC bib cockwith GI socket complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/ CE/ ACE/ P&DU/ DWS/ 2022-23), specification and direction of Engineer-in-charge. |
| 315 | Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge. |
| 316 | Providing and fitting fixing of hoarding cum display board of JJM of size 8 ft. x 6 ft. (2.40 m x 1.80 m) with frame comprising of 40 mm dia GI pipe (medium class) around the board, 2 nos. 25 x 25 x 4 mm size MSvertical stiffners withequally placed and 1 no.25 x 25 x 4mm size MS horizontal stiffner centrally placed and 2 mm thick MS Sheet (2.40 m x 1.80 m) with necessary welding, painting, lettering and erected vertically in such a way bottom of the board shall be placed 900mm above the Ground Level with 2 nos. 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 Cement : 2 fine Sand: 4 graded well burnt brick aggregate 20 mm nominal size) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification and direction of the Engineer-in-Charge. |
| 317 | Construction of Toilet block |
| 318 | 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 |
| 319 | 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. |
| 320 | 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 well burnt brick aggregate 40 mm nominal size) |
| 321 | First class brick work in foundation and plinth including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 322 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 323 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 324 | 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. all complete as per direction of Engineer-in-charge. i) 40 mm thick with 20 mm well burnt brick aggregate |
| 325 | 12 mm cement plaster of mix i) Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 326 | 15 mm cement plaster on the rough side of single or half brick wall of mix: i) Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 327 | Neat cement punning |
| 328 | 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: i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size |
| 329 | 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- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 330 | Centering shuttering including struttings, propping etc. and removal of form work for: i) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 331 | ii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 332 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 333 | 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. i) Cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 334 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : i) Karai wood |
| 335 | 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 wood i) 35 mm thick shutters |
| 336 | 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 : i) White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 337 | 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 |
| 338 | 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) i) 110 mm OD (for vent pipe and outlet of S/T) |
| 339 | 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 i) 110 mm dia |
| 340 | Colour washing such as green, blue or buff with whiting to give an even shade.i)New work (two or more coats) with a base coat of white washing with lime |
| 341 | 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 |
| 342 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). i. 15 mm dia |
| 343 | ii. 20 mm dia |
| 344 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia |
| 345 | ii. 20 mm dia |
| 346 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge i) 15 mm dia 225 mm long |
| 347 | Providing and fixing brass bib cock of approved quality : i) 15 mm nominal bore |
| 348 | Providing and fixing brass stop cock of approved quality i) 15 mm nominal bore |
| 349 | 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 |
| 350 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 markedwith cover and suitable locking arrangement andmaking necessary holes for inlet, outlet and overflowpipes but without fittings and the base support fortank. |
| 351 | Construction of Boundary Facing with hard drawn steel wire fabric. |
| 352 | 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. -All kinds of soil |
| 353 | 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 |
| 354 | 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 |
| 355 | 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. |
| 356 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 357 | ii)1:1.5:3 (1 Cement: 1.5 fine sand : 3graded well burnt brick aggregate 20 mm nominal size) |
| 358 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level. i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 359 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.i) Thermo-mechanically treated bars of grade Fe-500D or more |
| 360 | 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. all complete as per direction of Engineer-in-charge. i)25 mm thick with 12.5 mm well burnt brick aggregate |
| 361 | Centering shuttering including struttings, propping etc. and removal of formwork for: i) Foundations, footings, bases for columns |
| 362 | 6 mm cement plaster of mix: i) Cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 363 | Providing structural steel work riveted, bolted or welded in built up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 364 | Providing and fixing hard drawn steel wire fabric of size 75 x25 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 existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge. |
| 365 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the manufacturer]: i) 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) |
| 366 | 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 |
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