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| Sl. No. | Item Description |
| 1 | 8.1.1 Preparation of site for placement of the drilling rig including excavation of mud pit, circulation drain, collection chamber etc. all complete as directed. |
| 2 | 8.1.2 Movement of Rig from the Divisional Head Quarter to the drilling site including cost of P.O.L. all complete as directed. |
| 3 | 8.1.3 Transportation of all ancillary equipments, camp materials, welding set, rig accessories etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed.(a) Upto 100.00 Km distance from Divisional H.Q. |
| 4 | 8.1.4 Transportation of all store materials like pipes, strainer, cone, socket, clamp, bentonite etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed.(a) Upto 100.00 Km distance from Divisional H.Q. |
| 5 | 8.1.5 Transportation of air compressor from the Divisional Head Quarter to the drilling sitewith all accessories including cost of P.O.L. all complete as directed.(a) Upto 100.00 Km distance from Divisional H.Q. |
| 6 | 8.1.6 Transportation of P.O.L. all complete as directed. |
| 7 | 8.1.7 Construction of temporary accommodation and low cost sanitary facility for drilling staff including cost of camp materials viz. cots, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accommodation after completion of the work all complete as directed. |
| 8 | 8.1.8 Providing water supply facilities at drilling site all complete as directed.(a) By installing 1 Nos. of Singur hand pump |
| 9 | 8.3.1 Drilling with drill bit in overburden portion of soil formation including collection of soil sample at every 3.0 m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300 mmm dia drill bit |
| 10 | 8.3.2 Casing / sinking / lowering of 200 mm dia MS pipe including cost of pipe and labour charge for casing, welding of joint by welding machine and sinking by drilling rig in portion all complete as directed by department. |
| 11 | 8.3.3 Drilling with drilling rig using D.T.H. in all kinds of rock formation including collection of sample at every 3.0 m depth of boring or wherever there is a change of strata in sample boxes with distinguishing marks upto a required depth of boring along with breaking rock fracture for desired discharge, withdrawing drilling rod and finishing the borehole by ramming upto a reqired dia upto the bottom and washing the well as per direction of the department all complete including testing of yield and drawdown of SWL of the DTW in presence of Engineer / incharge with submission of all report and lithology of the well as directed by the department. |
| 12 | 6.2.1 G.I. Socket(h) 80mm |
| 13 | 6.2.2 G.I. Union Socket(h) 80mm |
| 14 | 6.2.3 G.I. Threaded Flange(h) 80mm |
| 15 | 6.2.4 G.I. Bend(h) 80mm |
| 16 | 6.2.14 G.I. NIPPLE (50mm long)(h) 80mm |
| 17 | 6.2.16 G.I. NIPPLE (100mm long)(h) 80mm |
| 18 | 6.2.19 G.I. NIPPLE (175mm long)(h) 80mm |
| 19 | 6.2.21 G.I. NIPPLE (225mm long)(h) 80mm |
| 20 | 6.8.3. M.S. CLAMP/BOLT/ NUT/ WASHER |
| 21 | 6.8.4. Rubber Insertion Sheet(a) 3 mm thick |
| 22 | CPWD (18.12). Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.8. 80 mm dia nominal bore |
| 23 | 11 (CPWD-AoR). Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :11.4. 80 mm dia |
| 24 | CPWD (AoR). electric driven pressurisation pump (Jockey pump)4309. 180 lpm at 88 m Head |
| 25 | 10.7.1 (APHE). Labour charge for installation of Submersible pump set including supplying, carrying, fitting and fixing suction pipes of required lengthwith G.I. Specials such as socket, bend, G.I. flange, M.S. Clamps and necessary jointing materials including commissioning and testing the pump but excluding only the cost of column pipe all complete as required as directed (upto 30.00m depth)(c) (i) 50 mm dia column pipe upto 30 m depth |
| 26 | 10.7.1 (APHE). Labour charge for installation of Submersible pump set including supplying, carrying, fitting and fixing suction pipes of required lengthwith G.I. Specials such as socket, bend, G.I. flange, M.S. Clamps and necessary jointing materials including commissioning and testing the pump but excluding only the cost of column pipe all complete as required as directed (upto 30.00m depth)(c) (ii) 50 mm dia column pipe beyond 30.00m depth extra charges. |
| 27 | 17.5.1. Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. |
| 28 | 8641. Chlorinated Polyvinyl - chloride (CPVC) pipe 50 mm nominal dia (for Column pipe purpose) |
| 29 | 6.8.11 (PHE). Steel Wire Rope |
| 30 | 2.8. 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.2.8.1. All kinds of soil. |
| 31 | 4.20A. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1. All works upto plinth level |
| 32 | 6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand)sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 33 | 2.37. Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). |
| 34 | 2.36. Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 35 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4 Hot rolled deformed bars |
| 36 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.1. Mild steel and Medium Tensile steel bars |
| 37 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.1. Foundations, footings, bases of columns, etc. for mass concrete |
| 38 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts |
| 39 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.20. Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 40 | 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :4.3.2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 41 | 5.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.1.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 42 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement :5.2.2. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 43 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20% |
| 44 | 13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1. 1:4 (1 cement: 4 fine sand) |
| 45 | 13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1. Water thinnable cement primer |
| 46 | 13.46. Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)Quantity same as above item=13.43 |
| 47 | 9.48. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2. Fixed to openings /wooden frames with rawl plugs screws etc |
| 48 | 13.52. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.13.52.1. On steel work |
| 49 | Cost of Labour |
| 50 | Cost of Materials. |
| 51 | 2.8. 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. |
| 52 | 16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 53 | 4.20A. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1. All works upto plinth level4.20A.1.1. Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 54 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4. Hot rolled deformed bars |
| 55 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.1. Mild steel and Medium Tensile steel bars |
| 56 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.1. Foundations, footings, bases of columns, etc. for mass concrete |
| 57 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts |
| 58 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 59 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.7. Stairs, (excluding landings) except spiral-staircases |
| 60 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.20. Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 61 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 62 | 5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 63 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 64 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 65 | 9.48. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 66 | 13.1. 12 mm cement plaster of mix :13.1.1.1:4 (1 cement: 4 fine sand) |
| 67 | 13.26. Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 68 | 13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1. Water thinnable cement primerQuantity same as above item=13.26 |
| 69 | 13.46. Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)Quantity same as above item=13.26 |
| 70 | 4.17. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 71 | RFP30. Supply, Installation, testing & commissioning of CHEMINJECT chemical Feed Pump (Vhemical Dosing Pump) of 6 ltr. Capacity .@ 6 Kg/cm2 complete with PVC solution tank, mixing container & electrical wiring with panel board, fitting & fixing at site with suction and discharge tubing. |
| 72 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4. Hot rolled deformed bars |
| 73 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.1. Mild steel and Medium Tensile steel bars (6mm dia stirrup) |
| 74 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts |
| 75 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.5 Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 76 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.19. Weather shade, Chajjas, corbels etc., including edges |
| 77 | 5.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.1.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 78 | 6.1.Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand)sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 79 | 10.2. 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. |
| 80 | 12.1. 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, 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.12.1.3. 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 81 | 9.1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).9.1.2. Sal wood |
| 82 | 9.5. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)9.5.1. Second class teak wood |
| 83 | 12.13. Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete:12.13.5. Barge boards |
| 84 | 9.48. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 85 | 11.3. Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1. 40 mm thick with 20 mm nominal size stone aggregate |
| 86 | 13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1. 1:4 (1 cement: 4 fine sand) |
| 87 | 11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1. 18 mm thick |
| 88 | 13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1. Water thinnable cement primer |
| 89 | 13.46. Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)Quantity same as above item=13.43 |
| 90 | 13.5. Applying priming coat:13.50.1. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 91 | 13.52. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.13.52.1. On steel work |
| 92 | 9.96. Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :9.96.1. 300x16 mm |
| 93 | 9.97. Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.97.4. 150x10 mm |
| 94 | 9.1. Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.100.1. 125 mm |
| 95 | AORSuitable cement concrete foundation duly plastered and with anti vibration pads.3.2. 180 lpm at 70 m Head |
| 96 | 17.1.11. Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. 6 zone panel for fire alarm system100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all accessories as required- 2 Nos.(one to act as standby)Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set.Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required- 1 set. Amplifier change over switch for inter changing amplifier- 1 No. Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required- 1 No.Gooseneck microphone with stand and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required -1 set.Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set. |
| 97 | 17.5.1. Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. |
| 98 | 6.2.1 G.I. Socket(h) 80mm |
| 99 | 6.2.2 G.I. Union Socket(h) 80mm |
| 100 | 6.2.3 G.I. Threaded Flange(h) 80mm |
| 101 | 6.2.4 G.I. Bend(h) 80mm |
| 102 | 6.2.14 G.I. NIPPLE (50mm long)(h) 80mm |
| 103 | 6.2.16 G.I. NIPPLE (100mm long)(h) 80mm |
| 104 | 6.2.19 G.I. NIPPLE (175mm long)(h) 80mm |
| 105 | 6.2.21 G.I. NIPPLE (225mm long)(h) 80mm |
| 106 | 6.8.3 M.S. CLAMP/BOLT/ NUT/ WASHER |
| 107 | 6.8.4. Rubber Insertion Sheet(a) 3 mm thick |
| 108 | CPWD (18.12). Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.8. 80 mm dia nominal bore |
| 109 | 11 (CPWD-AoR). Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :11.4. 80 mm dia |
| 110 | CPWD.12 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :12.4. 80mm dia |
| 111 | 18.34 (DSR). Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c 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 :18.34.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 112 | CPWD-18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.8. 80 mm dia dia nominal bore |
| 113 | CPWD-18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.7. 65 mm dia nominal bore |
| 114 | CPWD-18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.6. 50 mm dia dia nominal bore |
| 115 | 18.13 (DSR). Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :18.13.2. 50 to 80 mm nominal bore |
| 116 | 11 (CPWD-AoR). Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :11.2. 50mm dia |
| 117 | 11 (CPWD-AoR). Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :11.3. 65 mm dia |
| 118 | 12 (CPWD-AoR). Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :12.3. 65mm dia |
| 119 | 12 (CPWD-AoR). Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :12.4. 80mm dia |
| 120 | 18.59(CPWD). Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :18.59.1. 50 mm dia |
| 121 | 18.34(DSR). Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c 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 :18.34.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 122 | 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.8. 80 mm dia dia nominal bore |
| 123 | 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.7. 65 mm dia nominal bore |
| 124 | 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.6. 50 mm dia dia nominal bore |
| 125 | CPWD-18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.8. 80 mm dia dia nominal bore |
| 126 | CPWD-18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.7. 65 mm dia nominal bore |
| 127 | CPWD-18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.6. 50 mm dia dia nominal bore |
| 128 | 18.13 (DSR). Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :18.13.2. 50 to 80 mm nominal bore |
| 129 | 11 (CPWD-AoR). Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :11.2. 50mm dia |
| 130 | 11 (CPWD-AoR). Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :11.3. 65 mm dia |
| 131 | 12 (CPWD-AoR). Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :12.3. 65mm dia |
| 132 | 12 (CPWD-AoR). Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :12.4. 80mm dia |
| 133 | 18.59(CPWD). Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :18.59.1. 50 mm dia |
| 134 | 18.34(DSR). Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c 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 :18.34.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 135 | 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.8. 80 mm dia dia nominal bore |
| 136 | 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.7. 65 mm dia nominal bore |
| 137 | 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.6. 50 mm dia dia nominal bore |
| 138 | N.S. Provisional estimate for power connection from ASEB pole to Box system Panel Board including providing necessary accessories such as cable, starter, D.B. Box, cable etc. all complete as directed by the ASEB personal at uttar jyoti Nagar PWSS |
| 139 | 2.38-Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. |
| 140 | 2.8. 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.2.8.1. All kinds of soil. |
| 141 | 16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 142 | 4.20A. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 143 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4. Hot rolled deformed bars |
| 144 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.1. Mild steel and Medium Tensile steel bars |
| 145 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.1.Foundations, footings, bases of columns, etc. for mass concrete |
| 146 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 147 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts |
| 148 | 5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 149 | 5.3. Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 150 | 6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand)sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 151 | 6.8. Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. |
| 152 | 13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1. 1:4 (1 cement: 4 fine sand) |
| 153 | 13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1. Water thinnable cement primer |
| 154 | 13.46. Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 155 | 10.4. Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer |
| 156 | 13.52. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.13.52.1. On steel work |
| 157 | 1.1. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required1.1.1. Group A |
| 158 | 1.1. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required1.1.2. Group B |
| 159 | 1.1. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required1.1.3. Group C |
| 160 | 1.2. Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 161 | 1.3. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.1. Group A |
| 162 | 1.3. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.2. Group B |
| 163 | 1.3. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.3. Group C |
| 164 | 1.55. Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.1. Group A |
| 165 | 1.55. Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.2. Group B |
| 166 | 1.55. Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.3. Group C |
| 167 | 7.1. Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.7.1.1. Upto 35 sq. mm |
| 168 | 7.1. Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.7.1.2. Above 35 sq. mm and upto 95 sq. mm |
| 169 | 7.1. Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.7.1.3. Above 95 sq. mm and upto 185 sq. mm |
| 170 | 1.6. Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 171 | 1.35. Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 172 | 1.41. Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 173 | 19.1. Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 174 | 5.3. Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required. |
| 175 | 15.4. Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.15.4.3. 3 output (1output per phase) and suitable for three phase supply |
| 176 | 16.79. Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 177 | 16.8. Construction of Sub-grade and earthen shoulders with approved Construction of dry lean cement concrete sub base over a preparedsub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge.(a)Using Grading I material |
| 178 | N.S- Detailed surveying for commissioning including cost of materials,labours of higher charge of dumpy level,etc. |
| 179 | 3.1. HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986(d) 350 mm long suitable for 50mm pipe |
| 180 | 3.1. HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986(e) 450 mm long suitable for 65mm pipe |
| 181 | 3.1. HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986(f) 600 mm long suitable for 75mm pipe |
| 182 | 3.2. CHAIN PIPE WRENCH IS : 4123 1986(a) 900 mm long suitable for 100mm pipe |
| 183 | 3.2. CHAIN PIPE WRENCH IS : 4123 1986(b) 1000 mm long suitable for 150mm pipe |
| 184 | 3.3. MISCELENEOUS TOOLS(a) Connector Screw Driver 901 (Taparia) |
| 185 | 3.3. MISCELENEOUS TOOLS(b) 200mm Screw Driver 825 (Taparia) |
| 186 | 3.3. MISCELENEOUS TOOLS(c) 300mm Screw Driver 829 (Taparia) |
| 187 | 3.3. MISCELENEOUS TOOLS(d) 400mm Screw Driver 930 (Taparia) |
| 188 | 3.3. MISCELENEOUS TOOLS(e) 800gm Ball Pane Hammer (Taparia) |
| 189 | 3.3. MISCELENEOUS TOOLS(g) Hacksaw Frame with Blade |
| 190 | 2.1 CONSTRUCTION MATERIALS (bb) Table |
| 191 | 2.1 CONSTRUCTION MATERIALS (ay) Chair |
| 192 | N.S.Trial Run of scheme including training and maintenance of staff under Hajongbori No-I PWSS |
| 193 | 16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 194 | 4.20A. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1. All works upto plinth level4.20A.1.1. Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 195 | 13.1. 12 mm cement plaster of mix :13.1.1. 1:4 (1 cement: 4 fine sand) |
| 196 | 26.17. Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm andtensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensilestrength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge. |
| 197 | N.S. Supply, Fabrication, Installation, painting and lettering complete etc. of Sign Board as per drawing enclosed including supplying all necessary materials, earth work in excavation, C.C. works etc. all complete as directed by the Deptt. |
| 198 | 2.8. 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.2.8.1. All kinds of soil. |
| 199 | 16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5Septic Tank |
| 200 | 4.20A. Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1. All works upto plinth level4.20A.1.1. Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 201 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4. Hot rolled deformed bars |
| 202 | 5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.1. Mild steel and Medium Tensile steel bars |
| 203 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.1. Foundations, footings, bases of columns, etc. for mass concrete |
| 204 | 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 205 | 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 206 | 6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 207 | 6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. |
| 208 | 2.37 Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). |
| 209 | 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 210 | 10.2 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. |
| 211 | 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 212 | 12.1 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, 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.12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 213 | 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 214 | 13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.2.1 Water thinnable cement primer |
| 215 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 216 | 9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :9.66.1 125 mm |
| 217 | 9.64 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete.9.66.1 125 mm |
| 218 | 8634 Poly propylene- Random - Co - Polymer (PPR) pipes PN-10 (SDR 11) - 110 mm Outer dia |
| 219 | 3634 S.C.I. S&S heel rest sanitary bend 100 mm dia |
| 220 | 2898 HDPE Pipe Coupler 120 mm dia |
| 221 | N.S Cost of Providing Functional House Tap Conection from the Distribution Network |
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