Public Works Department-PWD has published Jjmscheme Under Gomati Tripura District During The Year 2022-23 / Sh: Construction Of Innovative Water Supply Scheme At West Kalajhari ( Satanrai Para ) Under Malbasa Vc Based On Mailakcherra / Site Development Works, Construction Of Jack Well With Si. Submission Date for this Tender is 08-08-2022. Lifting Equipment Tenders in amarpur Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Site development in/c all allied works |
| 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 | RCC TRAY AREATOR (20,000 GPH capacity) & Rising Pipeline |
| 5 | 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 (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 |
| 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. |
| 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: i.1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size |
| 10 | 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) |
| 11 | 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) |
| 12 | 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) |
| 13 | 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- a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc. i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 14 | 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 |
| 15 | PReinforcement 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 |
| 16 | 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 |
| 17 | ii.Circular Columns with ply shutters |
| 18 | iii.Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 19 | iv. Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 20 | v)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 21 | vi) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 22 | 6 mm cement plaster of mix : i.In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 23 | 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) |
| 24 | 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 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 work a) In all kinds of soil ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 25 | 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 |
| 26 | ii) 200 mm dia Ductile Iron Class K-7 Pipes |
| 27 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. A)External work. i) 150 mm dia. nominal bore |
| 28 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. A)External work. i) 100 mm dia. nominal bore |
| 29 | ii) 150 mm dia nominal bore |
| 30 | 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 |
| 31 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.i)150 mm dia A)PN - 1.6 |
| 32 | ii) 200 mm dia. A)PN - 1.6 |
| 33 | 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 |
| 34 | ii) 200 mm dia |
| 35 | 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 |
| 36 | ii) 200 mm dia |
| 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 ). i) 100 mm dia |
| 38 | 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 ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 39 | 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 |
| 40 | 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 |
| 41 | Construction of Sedimentation Tank (100000 Gallon Capacity) |
| 42 | 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 |
| 43 | 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 |
| 44 | 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. |
| 45 | 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 gradedstone aggregate 40 mm nominal size |
| 46 | ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 47 | 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) |
| 48 | 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) |
| 49 | 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) |
| 50 | 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 |
| 51 | ii)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 52 | iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 53 | iv)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 54 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 55 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete aboveplinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 56 | 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 ). |
| 57 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete 6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 58 | 6 mm cement plaster of mix : i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 59 | Neat cement punning. |
| 60 | 12 mm cement plaster of mix 12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 61 | 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 |
| 62 | 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 – chargei) 150 mm dia A.PN-16 |
| 63 | ii) 200 mm dia A.PN-16 |
| 64 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification |
| 65 | Providing and fixing G.I pipes of 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. as per chapter 20 of CPWD specification and direction of the engineer – in – charge. A) External work i) 100 mm dia nominal bore |
| 66 | Providing and fixing MS bolts including nuts and washers complete as per standard design:- i) Upto 300mm length. |
| 67 | 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 |
| 68 | 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 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 |
| 69 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.i) 150 mm dia |
| 70 | ii) 200 mm dia |
| 71 | Providing and laying S & S flanged C.I standard special such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer - in - charge. (i) Upto 300 mm dia |
| 72 | 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 |
| 73 | ii) 200 mm dia Ductile Iron Class K-7 Pipes |
| 74 | 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 |
| 75 | Construction of CWR (75000 Gallon Capacity) |
| 76 | 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 |
| 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. |
| 78 | 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. |
| 79 | 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 |
| 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 well burnt stone aggregate 40 mm nominal size |
| 81 | 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 |
| 82 | ii)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 83 | iii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 84 | iv) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 85 | v) Domes upto 6 m span |
| 86 | 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 |
| 87 | 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 |
| 88 | 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) |
| 89 | 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) |
| 90 | 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) |
| 91 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 92 | 6 mm cement plaster of mix : i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 93 | Neat cement punning. |
| 94 | 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. |
| 95 | 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) 100 mm dia. Nominal bore |
| 96 | 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. |
| 97 | 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 work a). In all kinds of soil i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 98 | 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 |
| 99 | ii) 200 mm dia |
| 100 | iii) 250 mm dia |
| 101 | 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 |
| 102 | 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. |
| 103 | Providing, fitting fixing and installation of 15000 GPH, 25 HP/18.5 KW x 85 mtrs. Head water lubricated submersible pump of maximum 100 mm outer dia. With maximun 6(Six) 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 of made DUKE/KSB/WPIL/CRI). |
| 104 | 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 |
| 105 | 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 |
| 106 | ii) 200 mm dia.A)PN - 1.6 |
| 107 | iii) 250 mm dia.A) PN - 1.6 |
| 108 | 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 ).i. 200 mm dia |
| 109 | ii. 250 mm dia |
| 110 | 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. |
| 111 | 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.iv. 150 mm dia |
| 112 | v. 200 mm dia |
| 113 | vi. 250 mm dia |
| 114 | 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 |
| 115 | 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) |
| 116 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.12.27.1 Water thinnable cement primer |
| 117 | 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 No. |
| 118 | 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. |
| 119 | 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.A. Truss and Vertical support |
| 120 | B. Aluminium Alloy Plate for Over Head Sign |
| 121 | Construction of Clear Water Pump House cum Chlorination Room |
| 122 | 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 |
| 123 | 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. |
| 124 | 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 |
| 125 | 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 stone aggregate 40 mm nominal size) |
| 126 | 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 : 6 fine sand ). |
| 127 | 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 ). |
| 128 | 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 ). |
| 129 | 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) |
| 130 | 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. i)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 131 | 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 |
| 132 | Centering shuttering including struttings, propping etc. and removal of form work for:i)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 133 | ii)Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 134 | 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. i) 0.63mm thick with zinc coating not less than 275gm/m2 sqm |
| 135 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone 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. i)40mm thick. |
| 136 | 12 mm cement plaster of mix i)In cement mortar 1 : 4 ( 1 cement : 4 fine sand) |
| 137 | 15 mm cement plaster on the rough side of single orhalf brick wall of mix.i) In cement mortar 1 : 4 ( 1 cement : 6 fine sand ) |
| 138 | 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 |
| 139 | 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. |
| 140 | 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) |
| 141 | Painting with synthetic enamel paint of approved brand and manufacture of required colour 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 over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 142 | 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) |
| 143 | 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. i)18 mm thick |
| 144 | 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. |
| 145 | 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 |
| 146 | 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 Engineerin-charge. |
| 147 | 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 |
| 148 | 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 |
| 149 | Providing and fitting fixing of moving iron type, Range 0-100/0- 200 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 |
| 150 | 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) 125 HP/90 kw Relay range within 45-75 + 10% |
| 151 | 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-incharge.i) 250 amps |
| 152 | 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-charg i) 80-100 Amps |
| 153 | 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) 20-50 kVAr 440 V |
| 154 | Providing and fitting fixing Single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/ HAVELS/ Siemens etc. make complete as per specification and direction of the Engineer-in-charge |
| 155 | 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 |
| 156 | Supplying and fixing Bus Bar Chamber with 4(four) strip bus bar of length 600 mm made aluminium alloy for wrought aluminium suitable for 200 Amps capacity with all accessories including necessary connection painting etc as required. |
| 157 | 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) 50 sqmm |
| 158 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge |
| 159 | Providing and installation of 1(one) No, Electro Chlorinator, for onsite generation of sodium hypochlorite solution capable ofdischarging 100 gm per hour active chlorine. |
| 160 | Construction of HRF SSF( 2500 lit / Hr capacity) |
| 161 | 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 |
| 162 | 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 |
| 163 | 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. |
| 164 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – a) All work upto plinth level i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 165 | ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 166 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification |
| 167 | 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) |
| 168 | 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-a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 169 | 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) |
| 170 | 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 |
| 171 | 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 Vide item no:- 6 @200Kg/Cum |
| 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) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply Filter bed walk way bottom:- |
| 175 | 6 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 176 | Neat cement punning. |
| 177 | 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 ). |
| 178 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 179 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates,anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 180 | 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 ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 181 | 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. |
| 182 | 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] : 12.30.1) 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) |
| 183 | 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 |
| 184 | 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 |
| 185 | Providing and 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 the direction of the Engineer -in-charge. |
| 186 | Providing and plaching filter sand ( Local quarry) in/c washing the bed etc complete as per direction of the Engg. In charge. |
| 187 | Excavating trenches of required widthfor pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mmincluding 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, water ing 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 soili) For pipes exceeding 90 mm dia but not exceeding 300 mm dia. |
| 188 | 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 |
| 189 | ii) 150 mm dia |
| 190 | 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 |
| 191 | ii. 150 mm dia |
| 192 | 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. |
| 193 | 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) 100 mm dia. A)PN - 1.6 |
| 194 | ii) 150 mm dia. A)PN - 1.6 |
| 195 | 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 |
| 196 | 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 i. 25 mm dia |
| 197 | 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 |
| 198 | Labour charge for making 10 mm dia perforation in 90/110/140 mm dia UPC/ASTM pipes in staggeed manner @ 20 nos nos/ meter as per direction of Engineer-in-charge. |
| 199 | Charges for cutting D.I. pipe with Mechanical cutter as per CPWD specification and direction of the Engineer - in -charge. i) 100mmdia |
| 200 | Providing and fixingG.I. Full way valveas per CPWD specification and direction of the Engineer - in - charge. i) 100mmdia |
| 201 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia. nominal bore |
| 202 | ii) 100 mmdia. nominalbore |
| 203 | iii) 150 mmdia. nominalbore |
| 204 | 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. |
| 205 | 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 |
| 206 | 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 |
| 207 | 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 |
| 208 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( 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 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. |
| 209 | Laying of distribution pipeline including providing of FHTC. |
| 210 | 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 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 |
| 211 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 212 | 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 |
| 213 | 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 |
| 214 | ii) 125 mm dia |
| 215 | iii) 150 mm dia |
| 216 | iv) 200 mm dia |
| 217 | 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 |
| 218 | ii) 110 mm OD |
| 219 | iii) 140 mm OD |
| 220 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia |
| 221 | ii) 125 mm dia |
| 222 | iii) 150 mm dia |
| 223 | iv) 200 mm dia |
| 224 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.i) 80 mm dia. A) PN - 1.6 |
| 225 | ii) 100 mm dia. A) PN - 1.6 |
| 226 | iii) 125 mm dia A) PN - 1.6 |
| 227 | iv) 150 mm dia. A) PN - 1.6 |
| 228 | v) 200 mm dia. A) PN - 1.6 |
| 229 | vi) 250 mm dia. A) PN - 1.6 |
| 230 | Charges for cutting D.I. pipe with Mechanical cutter as per CPWD specification and direction of the Engineer - in -charge. i) 100 mm dia |
| 231 | ii) 125 mm dia |
| 232 | iii) 150 mm dia |
| 233 | iv) 200 mm dia |
| 234 | v) 250 mm dia |
| 235 | Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in - charge. i) 200 mm dia |
| 236 | ii) 150 mm dia |
| 237 | 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 |
| 238 | ii) 125 mm dia |
| 239 | iii) 150 mm dia |
| 240 | Providing and laying D.I. specials of class K - 12 suitable for push -on jointing as per IS : 9523 as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.. i) Upto 300 mm dia |
| 241 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.a) 90 mm X 90 |
| 242 | b) 110 mm X 110 |
| 243 | c) 140 mm X 140 |
| 244 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.a) 90 mm |
| 245 | b) 110 mm |
| 246 | c) 140 mm |
| 247 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.a) 90 mm |
| 248 | b) 110 mm |
| 249 | c) 140 mm |
| 250 | 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 per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 x 90 mm dia |
| 251 | ii) 140 x 110 mm dia |
| 252 | iii) 140 x 90 mm dia |
| 253 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.a) 90 mm |
| 254 | b) 110 mm |
| 255 | c) 140 mm |
| 256 | 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 |
| 257 | b) 110 mm dia |
| 258 | c) 140 mm dia |
| 259 | Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. ii) 15 mm nominal bore |
| 260 | 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 |
| 261 | 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). i. 15 mm dia |
| 262 | ii. 20 mm dia |
| 263 | 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 |
| 264 | ii) 110 mm dia with 15 mm dia opening |
| 265 | iii)140 mm dia with 15 mm dia opening |
| 266 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 267 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia |
| 268 | ii) 20 mm dia |
| 269 | 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 |
| 270 | Cutting bitumminous road( 30 cm average depth) including getting out the dexcavated road materials and refitting the same. a) Stone aggregate. |
| 271 | 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) |
| 272 | Constructionofsurface drain 250 mm. wide, 150 mm.deepand125 mm. side walls with 2nd class brick masonry work 1:4(1 cement: 4 river sand) on 100 mm. thick cement concrete bed of mix 1:5:10(1cement:5river sand: 10 jhama aggregate 40 mm. nominalgauge)and cement concrete 1:2:4 mix (1 cement: 2 river sand sand: 4 jhama aggregate 12.5 mm.nominal gauge) in drains including finishing |
| 273 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. A). External work i) 80 mm dia. nominal bore |
| 274 | ii) 100 mm dia. nominal bore |
| 275 | iii) 150 mm dia. nominal bore |
| 276 | Providing and fixing G.I. Bend /elbow in the pipe line includingtesting of joints complete as per CPWD specification and direction of the Engineer - in - charge i) 15 mm dia. |
| 277 | i) 80 mm dia. |
| 278 | ii) 100 mm dia. |
| 279 | iii) 150 mm dia. |
| 280 | 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 |
| 281 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge. A. D.I. Flanged Socketted tail piecei) 150 mm dia |
| 282 | ii) 125 mm dia |
| 283 | iii) 100 mm dia |
| 284 | B. D.I. Flanged Spigotted tail pieceii). 150 mm dia |
| 285 | ii) 125 mm dia |
| 286 | iii) 100 mm dia |
| 287 | C. D.I. all socketted teeI) 100 x 100 x 100 mm dia |
| 288 | ii)150 x 150 x 100 mm dia |
| 289 | D) D.I. all socketted Bend 90 degreei) 100 mm dia |
| 290 | ii) 150 mm dia |
| 291 | 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 |
| 292 | ii) 80 mm dia |
| 293 | iii) 150 mm dia |
| 294 | 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. |
| 295 | 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 |
| 296 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different locationas per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock |
| 297 | Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge i)15 mm dia 225 mm long |
| 298 | Providing & fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement concrete 1 : 5 : 10 (1 Cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal size) inside the post, 300 mm shall be kept below ground level in/c providing and embedding 15 mm dia GI pipe( medium class) 750 mm long with necessary GI fittings like elbow 2 nos , socket 1 no , union 1 no., 150 mm long nipple 2 No., CI long handle bib cock 1 No. and painting the pipe with water proofing paint and necessary writings with earth work in/c. refilling complete as per CPWD specification and direction of Er.-in - Charge. |
| 299 | Providing & fixing in position Precast RCC platform of size 900 X 900 X 75 mm with curve of size 50 X 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 (1 Cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars) 6nos,8 mm dia in both directionin/c plastering the exposed surface with 12 mm thick cement mortar 1 : 3 (1 Cement : 3sand) finished with a floating coat of neat cement ) complete with all earth work required in/c. refilling as per CPWD specification and direction of Er.-in - Charge. |
| 300 | Construction of Jackwell |
| 301 | Earthwork in excavation in structrues as per drawing andMoRT & H technical specifications clauses 304 i.e. setting out construction of shoring and bracing , removal of stamps and other deleterioes materials and disposal of to a lead of50 m dressing of side and bottom and backfilling in trences with excavated suitable materials 1) ordinary soil A) By manual means i) upto 3m depth:- |
| 302 | ii) 3 m to 6 m depth |
| 303 | 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 1.5m. -All kinds of soil |
| 304 | 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. |
| 305 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: -1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) Bottom plugging:- |
| 306 | 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: 5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 307 | 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 stoneaggregate 20 mm nominal size) |
| 308 | 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- 5.2.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 309 | 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 |
| 310 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.9.6.2) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 311 | 5.9.5.1)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 312 | 5.9.4.2 Suspended floors, roofs, landings,alconies and access platform with 12 mm thick shuttering ply |
| 313 | 5.8.3)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering plyFor wall of well = 1x3.14x6.60x12.0=248.68 sqm 1x3.14x6.0x12.0=226.08 sqm Total=474.76 sqm |
| 314 | 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). |
| 315 | 12 mm cement plaster of mix. 12.1.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 316 | 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) |
| 317 | Extra for plastering on circular work not exceeding 6 m in radius complete. 12.10.1) In one layer |
| 318 | 6 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 319 | Neat cement punning. |
| 320 | 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. |
| 321 | 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 |
| 322 | 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 9.12.1 Hot finished welded type tubes |
| 323 | Pumping out water by Diesel engine pump as per specification and the direction of the Engineer - in-charge. |
| 324 | Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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. |
| 325 | 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 sqm |
| 326 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile organic compound) content. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. 12.34.3) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 327 | 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.) |
| 328 | 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 |
| 329 | 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) 200 mm dia. |
| 330 | Providing, fitting fixing and installation of 15000 GPH, 75 HP/55 KW x 225 mtr. Head water lubricated submersible pump of maximum 150-200 mm outer dia. With maximum 15(Fifteen) 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 mtr. 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 steel closed type impeller , C.I. bowl, C.I discharge case, pump shaft (stainless 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 of made DUKE/KSB/WPIL/CRI). |
| 331 | 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. |
| 332 | 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 panel board as per specification and direction of the Engineer-in-charge i) 16 sqmm |
| 333 | 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 |
| 334 | Providing and fitting fixing of moving iron type, Range 0-100/0- 200 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 |
| 335 | 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) 125 HP/90 kw Relay range within 45-75 + 10% |
| 336 | 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-incharge. i) 250 amps |
| 337 | 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 i) 80-100 Amps |
| 338 | 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) 20-50 kVAr 440 V |
| 339 | Providing and fitting fixing Single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/ HAVELS/ Siemens etc. make complete as per specification and direction of the Engineer-in-charge |
| 340 | 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 |
| 341 | Supplying and fixing Bus Bar Chamber with 4(four) strip bus bar of length 600 mm made aluminium alloy for wrought aluminium suitable for 200 Amps capacity with all accessories including necessary connection painting etc as required. |
| 342 | 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) 50 sqmm |
| 343 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge |
| 344 | Construction of Boundary Fencing with hard drawn steel wire fabric |
| 345 | 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 |
| 346 | 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 |
| 347 | 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 |
| 348 | 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. |
| 349 | 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 |
| 350 | ii)1:1.5:3 (1 Cement: 1.5 fine sand : 3graded well burnt brick aggregate 20 mm nominal size) |
| 351 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 352 | 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 |
| 353 | 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)25 mm thick with 12.5 mm well burnt brick aggregate |
| 354 | Centering shuttering including struttings, propping etc. And removal of formwork for: Foundations, footings, bases for columns |
| 355 | 6 mm cement plaster of mix: i) Cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 356 | 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. |
| 357 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 kg/sqm. |
| 358 | 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) |
| 359 | 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 |
| 360 | Construction of Toilet blockin/c water storage tank at top and allied works |
| 361 | 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 |
| 362 | 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. |
| 363 | 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 stone aggregate 40 mm nominal size) |
| 364 | 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 ). |
| 365 | 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 ). |
| 366 | 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 ). |
| 367 | 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 |
| 368 | 12 mm cement plaster of mix i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 369 | 15 mm cement plaster on the rough side of single or half brick wall of mix: i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 370 | Neat cement punning |
| 371 | 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 |
| 372 | 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) |
| 373 | 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 |
| 374 | ii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 375 | 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 |
| 376 | 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 ) |
| 377 | Providing wood work in frames of doors, windows, clerestory windows and i) Karai wood |
| 378 | 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 |
| 379 | 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. |
| 380 | 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 |
| 381 | Providing fitting fixing of PVC Vent cowl (ISI marked) with solvent cement complete as per specification and direction of the Engineer - in - charge i) 110 mm dia. nominal bore |
| 382 | 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 |
| 383 | 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 OD |
| 384 | Colour washing such as green, blue or buff with whiting to give an even shade on new work (two or more coats) complete. i) New work (two or more coats) with a base coat of white washing with lime |
| 385 | 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 |
| 386 | 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). i. 15 mm dia |
| 387 | ii. 20 mm dia |
| 388 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 389 | ii) 20 mm dia |
| 390 | 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 |
| 391 | Providing and fixing brass bib cock of approved quality : i) 15 mm nominal bore |
| 392 | Providing and fixing brass stop cock of approved quality i) 15 mm nominal bore |
| 393 | 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 1.5m. -All kinds of soil |
| 394 | Providing and placing on terrace (at all floor levels) polyethylene water storage 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. |
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