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Tender For Dalbama Pwss Under Guwahati Division No-I Under Sopd-G For The Year 2024-25; 1 Installation of Deep Tube Well (Size 200mm x 150 mm) by DTH Rig Boring 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 Laying of Raw Water Pumping Main from DTW to T.P. site18.12. Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.7 . 65 mm dia nominal bore 13 11 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 14 Providing, Supplying, fitting, fixing, testing & commissioning of 7.5 HP Raw water Submersible pumpNSProviding, Supplying, Installation, Testing & Commissioning of 7.5 HP PUMPSET INCLUDING CABLE PANEL BOARD/CLAMP/BORE COVER/C.I ADUPTER/WIRE ROPE /PIPES & ETC. UPTO 20NOS PIPE 15 10.7.1. 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 16 10.7.1. 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. 17 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 18 Construction of Rapid sand filter of size 4.00 Sqm 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. 19 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. 20 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) 21 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). 22 2.36. Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. 23 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 24 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 25 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 26 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts 27 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 28 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. 29 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) 30 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) 31 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% 32 13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix13.2.1. 1:4 (1 cement: 4 fine sand) : 33 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 34 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) 35 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. 36 13.52. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.13.52.1. On steel work 37 Internal Connection between T.P. (Rapid Sand) & UGR including Fabrication, supply, fitting-fixing manifold with laterals, Aeration arrangement, back wash arrangement, Charging of filter media at T.P.1.Cost of Labour 38 Internal Connection between T.P. (Rapid Sand) & UGR including Fabrication, supply, fitting-fixing manifold with laterals, Aeration arrangement, back wash arrangement, Charging of filter media at T.P.2.Cost of Materials. 39 Construction of Underground Service Reservoir of size 60,000 ltr. Capacity2.8. 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. 40 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 41 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. 42 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 43 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 44 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 45 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts 46 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.7. Stairs, (excluding landings) except spiral-staircases 47 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 48 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 49 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) 50 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 :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) 51 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 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 52 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. 53 13.1. 12 mm cement plaster of mix :13.1.1. 1:4 (1 cement: 4 fine sand) 54 13.26. Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 55 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 56 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) 57 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. 58 Supply and installation of CHEMINJECT Chemical Feed pumpNS 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. 59 Construction of Pump House above UGR5.22. 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 60 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) 61 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6.Columns, Pillars, Piers, Abutments, Posts and Struts 62 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers 63 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.19. Weather shade, Chajjas, corbels etc., including edges 64 4.1. 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) 65 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) 66 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. 67 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 68 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 69 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 wood9.5.1.1. 35 mm thick shutters 70 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 71 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. 72 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 73 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) 74 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 75 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 76 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) 77 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) 78 13.52. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.13.52.1. On steel work 79 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 80 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 81 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 82 Providing, Supplying, fitting, fixing, testing & commissioning of 3 Phase Electric Driven Centrifugal pump3Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required :Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS : 325.M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.Suitable cement concrete foundation duly plastered and with anti vibration pads.3.2.180 lpm at 70 m Head 83 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. 84 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. 85 Laying of Clear Water Pumping Main from UGR to Distribution lineNSSupply, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching & refilling of earth & also cutting & threading PVC pipe with required sizes of threads including refilling earth as necessary after completion of the work of laying, dressing, ramming, watering etc. and removal of the surplus earth with a lead and lift of 50M and 1.5M respectively all complete with bailing out of water where necessary all as directed by the department. (Price list enclosed)100 mm dia 86 9.6.1. Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cap) C.I. reflux valve complete with supplying bolts and nuts and 3mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flange joints)a) 100mm dia 87 18.34 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 88 Laying of G.I. Distribution Network including costruction of brick valve chamber including PWD Road restoration(Phase I)5.1 G.I. Pipes (Medium Class) (i) 100 mm dia 89 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 90 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 91 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 92 9.2.4 Labour charge for carrying and laying and fixing G.I. pipes complete with G.I.,fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (External work) complete as directed.a) 100 mm dia 93 18.13 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 94 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 95 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 :12.5. 100mm dia 96 11 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 97 11 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 98 18.59Providing 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 99 18.34Constructing 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 7.5 100 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.9. 100 mm dia dia nominal bore 101 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 102 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 103 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 104 4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3A. 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%) 105 Laying of G.I. Distribution Network including costruction of brick valve chamber including PWD Road restoration(Phase II)5.1 G.I. Pipes (Medium Class) (i) 100 mm dia 106 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 107 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 108 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 109 9.2.4 Labour charge for carrying and laying and fixing G.I. pipes complete with G.I.,fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (External work) complete as directed.a) 100 mm dia 110 18.13 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 111 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 112 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 :12.5. 100mm dia 113 11 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 114 11 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 115 18.59Providing 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 116 18.34Constructing 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 7.5 117 18.41. Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.9. 100 mm dia dia nominal bore 118 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 119 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 120 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 121 4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3A. 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%) 122 Laying of G.I. Distribution Network including costruction of brick valve chamber including PWD Road restoration (phaseIII)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 123 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 124 18.13 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 125 12Supplying, 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 126 12Supplying, 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 :12.5. 100mm dia 127 11Supplying, 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 128 11Supplying, 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 129 18.34Constructing 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 7.5 130 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 131 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 132 4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3A. 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%) 133 NS Construction of 11kv line & 11/0.4 Kv,25 Kva Transformer to feed 6.0 KW of power line 134 Site development2.32. Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 135 2.33. Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.2.33.1. Beyond 30 cm girth upto and including 60 cm girth 136 2.9. Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.2.9.1. Ordinary rock 137 Construction of Boundary wall with M.S. Gate 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. 138 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 7.5 139 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. 140 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 141 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 142 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 143 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers 144 5.9. Centering and shuttering including strutting, propping etc. and removal of form for5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts 145 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) 146 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) 147 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) 148 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. 149 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) 150 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 151 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) 152 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 153 13.52. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.13.52.1. On steel work 154 Electrification of Pump House, External Electrification cum Campus lighting1.1. 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 155 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 156 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 157 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. 158 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.1.3.1. Group A 159 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.1.3.2. Group B 160 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.1.3.3. Group C 161 1.54. 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.1.54.1. Group A 162 1.54. 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.1.54.2. Group B 163 1.54. 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.1.54.3. Group C 164 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 165 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 166 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 167 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. 168 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. 169 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. 170 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. 171 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. 172 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 173 Construction of Approach Road 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. 174 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 175 Detailed survey for commisioningNSDetailed surveying for commissioning including cost of materials, labours of higher charge of dumpty level etc. 176 T & P materials for operation and maintenance of the scheme 3.1. HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986(d) 350 mm long suitable for 50mm pipe 177 3.1. HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986(e) 450 mm long suitable for 65mm pipe 178 3.1. HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986(f) 600 mm long suitable for 75mm pipe 179 3.2. CHAIN PIPE WRENCH IS : 4123 1986(a) 900 mm long suitable for 100mm pipe 180 3.2. CHAIN PIPE WRENCH IS : 4123 1986(b) 1000 mm long suitable for 150mm pipe 181 3.4. MISCELENEOUS TOOLS(a) Connector Screw Driver 901 (Taparia) 182 3.4. MISCELENEOUS TOOLS(b) 200mm Screw Driver 825 (Taparia) 183 3.4. MISCELENEOUS TOOLS(c) 300mm Screw Driver 829 (Taparia) 184 3.4. MISCELENEOUS TOOLS(d) 400mm Screw Driver 930 (Taparia) 185 3.4. MISCELENEOUS TOOLS(e) 800gm Ball Pane Hammer (Taparia) 186 3.4. MISCELENEOUS TOOLS(g) Hacksaw Frame with Blade 187 2.1 CONSTRUCTION MATERIALS(bb) Table 188 2.1 CONSTRUCTION MATERIALS(ay) Chair 189 TRIAL RUN N.S. trial run of scheme including training and maintenance of staff 190 Construction of internal footpath, drain & Apron in side the scheme16.12. 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 7.5 191 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. 192 13.1. 12 mm cement plaster of mix :13.1.1. 1:4 (1 cement: 4 fine sand) 193 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. 194 Installation of Sign boardNSSupply, 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. 195 NS Construction of Sanitary Toilet 196 NS Providing,Supplying &Installation of Household Tap Connections -165 nos
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