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| Sl. No. | Item Description |
| 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 | Movement of Rig from the Divisional Head Quarter to the drilling site including cost of P.O.L. all complete as directed. |
| 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 | 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.Upto 100.00 Km distance from Divisional H.Q. |
| 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.Transportation of P.O.L. all complete as directed. |
| 6 | 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. |
| 7 | Providing water supply facilities at drilling site all complete as directed. By installing 1 Nos. of Singur hand pump |
| 8 | Boring in soft soil / normal clay / sandy soil by bit of size either5 5/8\" or 6 7/8\" or 7 7/8\" and collecting sample of soil at every 3.0 m depth or wherever there is a change of strata in sample boxes with the distinguishing marks including arranging and carriage of necessary boring materials / tools / bentonite etc. and withdrawing the drill pipe for lowering well assembly etc all complete as directed. |
| 9 | Boring in hard soil / pebble / gravel by bit of size either 5 5/8\"or6 7/8\" or 7 7/8\" and collecting sample of soil at every 3.0 m depth or wherever there is a change of strata in sample boxes with the distinguishing marks including arranging and carriage of necessary boring materials / tools / bentonite etc. and withdrawing the drill pipe for lowering well assembly etc all complete as directed. |
| 10 | Reboring in soft soil / normal clay / sandy soil by bit of size either8 1/2\" or 9 5/8\" or 12\" from either5 5/8\" or 6 7/8\" or 7 7/8\" all complete as directed. |
| 11 | Reboring in hard soil / pebble / gravel by bit of size either 8 1/2\" or9 5/8\" or12\" from either5 5/8\" or 6 7/8\" or 7 7/8\" all complete as directed. |
| 12 | Reboring in soft soil / normal clay / sandy soil by bit of sizeeither 14\" or 16\" or 18\" from either 8 1/2\" or9 5/8\" or12\" all complete as directed. |
| 13 | Reboring in hard soil / pebble / gravel by bit of size either 14\" or 16\" or 18\"from either 8 1/2\" or9 5/8\" or12\" all complete as directed. |
| 14 | Extraction of drilling pipes / bits against skin friction at the end of each day and after completion of the operation including washing of the bore hole all complete as directed. |
| 15 | Labour charge for sinking, lowering, fitting, fixing in position of 150 mm dia U.P.V.C. pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc. and supplying necessary jointing materials including carriage of materials and cleaning and priming the tube well all complete as directed. (a) For 0 to 50 m depth |
| 16 | (b) For 50 to 100 m depth |
| 17 | Developing of the D.T.W. with air compressor, Make- Kirloskar / Cumins all complete as directed. |
| 18 | Supplying and packing pea gravel around the periphery of casing including screening, washing etc. all complete as directed. |
| 19 | Extra 30% for loading &transportaion |
| 20 | Supplying, fitting, fixing MS clamp of size 15 mm thick and 150 mm width having projection of 300 mm and three holes of 20 mm dia for clamping the plates by 16 mm dia hexagonal bolts of length 75 mm and nuts on both sides encircling the column pipe including two coatof enamel paint over one priming coatof different dia all complete as directed and specified.50 mm dia |
| 21 | 150 mm dia UPVC casing Pipe |
| 22 | 150mm dia UPVC Ribbed Screen |
| 23 | Supplying, installation, testing and commissioning of water lubricated Submersible Pump Set 3-Phase (for 5HP/ 7.5HP) / Single phase (for 1 HP / 2HP / 3 HP) pump with bronze impeller of suitable diameter all complete. The pump set should be coupled with wet type submersible electric motor drive of adequate power suitable for operation at 230V/ 415 V, 50 Hz input power including supply of steel cable rope, G.I. column pipe, suction strainer, Sluice Valve, Non-Return valve, sockets, bends, elbows etc. & GI delivery piping above ground up to sluice valve above ground level, electrical cable of adequate cross section, clips electrical switch gear (starter) etc., Electric Control Panel Board made of MS Sheet duly painted with Anti-corrosive paints complete fitted with all electrical accessories i.e. Off-On Switch, Voltmeter, Ameter, Indicator light etc., bright Annealed Electrolytic Bar Copper Conducted PVC insulated sheathed round flexible 3-core Cable of the Motor Manufactured conforming to IS:694/1990 all complete as specified and directed by the Department with One year warranty from the date of commissioning and satisfactory testing against any manufacturing defect. [If any such defect is found during the year from the date of installation and satisfactory testing, supplier will have to rectify the defect at their cost and risk & if necessary replace the pump set.] Test Certificate of Pump, Motor, Starter, Panel Board, etc. from the manufacturer shall have to be submitted:Recommended make:- Kirloskar/ Jyoti/ Texmo / Crompton Greaves/ Aquatic/ CRI/ V-guard .Head -32 Mtr3-Phase and 3HP of pump (to be provided) Discharge =250 LPM |
| 24 | Supplying, installation, fitting & fixing, testing and commissioning of Electric driven 3-phase (for 5HP/ 7.5HP/10HP/12.5HP) / Single phase (for 1 HP / 2HP / 3 HP pump) Centrifugal pump set of approved make with bronze impeller of suitable diameter with G.I. suction pipe, suction strainer, non-return valve, delivery piping up to sluice valve all complete. The pump set should be coupled with electric motor drive of adequate power suitable for operation at 230V / 415 V, 50 Hz input power with DOL Starter /Star delta Starter including Electric Control panel board enclosure made of MS Sheet duly painted with Anticorrosive paints complete, fitted with all electrical accessories i.e. Off-On Switch, Voltmeter, Ammeter, Indicator light etc., Complete wiring from Panel Board to Main Line including supply of Aluminium Armoured Cable of adequate cross section, Earthing wire and all necessary materials for the same including cost of CC pump foundation with base plate complete and other accessories and labour charge for installation of the pump etc. all complete as specified and directed by the Department with One year warranty from the date of commissioning and satisfactory testing against any manufacturing defect. [If any such defect is found during the year from the date of installation and satisfactory testing, supplier will have to rectify the defect at their cost and risk & if necessary replace the pump set.] Test Certificate of Pump, Motor, Starter, Panel Board, etc. from the manufacturer shall have to be submitted:Recommended make:- Kirloskar/ Jyoti/ Texmo / Crompton Greaves/ Aquatic/ CRI/ V-GaurdHP- 7.5 HP pump 3 phase lpm-450 LPM |
| 25 | (A) Supplying, laying , fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (with up to date Amendment) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering including bailing out water where necessary all complete and also necessary testing and commissioning as per direction of the department. 80 mm GI |
| 26 | (A) Supplying, laying , fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (with up to date Amendment) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.100 mm GI Pipe |
| 27 | 80 mm dia GI |
| 28 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layerwith ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil |
| 29 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) In prop. 1:3: 6(1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) |
| 30 | 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. Bricksoling. |
| 31 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 32 | Mild steel and Medium Tensile steel bars |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Foundations, footings, bases of columns, etc. for mass concrete |
| 34 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 35 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 36 | Suspended floors, roofs, landings, balconies and access platform |
| 37 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 38 | Stairs, (excluding landings) except spiral-staircases |
| 39 | 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 : 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) |
| 40 | 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 natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 41 | 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% |
| 42 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 43 | 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 44 | 13.6.1 1:4 (1 cement: 4 coarse sand) |
| 45 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 47 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer G.I. pipes |
| 48 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 49 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) |
| 50 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 51 | Mild steel and Medium Tensile steel bars |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 53 | Column, pillars, posts & struts upto two level. |
| 54 | Vertical and horizontal fins individually or forming box louversband, facias and eaves boards |
| 55 | Suspended floors, roofs, landings, balconies and access platform |
| 56 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 57 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural |
| 58 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 59 | 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 60 | M 20 or Prop. 1:1.5:3. |
| 61 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. With Sand |
| 62 | 15 mm cement plaster on the rough side of single or half brick wall ofmix :1:4 (1 cement: 4 fine sand) |
| 63 | 13.2.1 1:4 (1 cement: 4 fine sand) |
| 64 | Making bell mouth opening/ entrance of size 100x50x50 cm fordrainage pipe under footpath, including providing cement concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size) for shape of bell mouth, including plastering providingand fixing precast R.C.C./ S.F.R.C. slab including plastering withcement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness onexposed surface of the slab & bell mouth including centring, shuttering& neat cement punning inside the bell mouth etc. all complete. 100 mm thick. |
| 65 | Extra for plastering exterior walls of height more than 10 m fromground level for every additional height of 3 m or part thereof.In cement mortar 1: 3 |
| 66 | Providing and laying water proofing treatment on roofs of slabs byapplying cement slurry mixed with water proofing cement compoundconsisting of applying:consisting of :third layer of 1.5 mm thickness consisting of slurry of cement@ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. |
| 67 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Fixed to Brick Work/P.C.C./ R.C.C. |
| 68 | Supplying,fitting,fixing of internal connection between TP & UGR including labour charge and materials which includes the following jobs:a. Earth work in excavation in foundation trenches (of size1 x 1 x 18.00 m x 0.60m x 0.90m=9.72 Cu.M) including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc as directed by the Deptt.b. Supplying ofUPVC perforated laterals of 50mm dia and 60 cm long by making hole of 5mm dia at a spacing of 8 cm centre to centre in two lines at 60 degree with the centre of the pipe and threading at both ends and supplying, fitting and fixing 40mm dia U.P.V.C. threaded End Plug at one end, the other end to be fittedwith a UPVC threaded nipple of 75 mm long properly embedded in RCC cover slab all complete.c. Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:3/2:3 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire withnecessary shuttering , curing etc. completeincluding fixing in position as directed.d. Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed.e. Supplying and placing of filter gravel of uniform size and shape without flacky & elongated shape, free from dust , clay, soft grains, dirt and other foreign materials, washed and screenedto different sizesas per IS 8419 (Part-I) : 1977 all complete as directed. |
| 69 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge For all kinds of soil |
| 70 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) a) In proportion 1 : 3 : 6 |
| 71 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) |
| 72 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass |
| 73 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 74 | Suspended floors, roofs, landings, balconies and accessplatform |
| 75 | 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 :(A) In sub-structure up to plinth level. 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 |
| 76 | Superstrucure from plinth level upto 1st floor level.1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manu factured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20% |
| 77 | Water proofing materials. For M20 Grade concrete or prop 1:1.5:3 |
| 78 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 79 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved |
| 80 | Dowel tubes (Corrugated GI pipes 50 to 80mm dia) (For horizontal joints) for Vent pipe.80mm dia GI pipe |
| 81 | 80mm dia GI Tee |
| 82 | Construction of 16M MS staging ESR with GRP tanks(Conforming to I:S: 14399 (part 1&2) 1996 & IS 4249 : 1967) installed over it including & providing, fitting, fixing the base sheets as per the design and testing for leakage, inserting inlet , outlet, overflow, vent, wash pipe, aviation light, lightening arrestor etc all complete as per direction of the engineer-incharge. Capacity and SBC of Soil . 80000 liters,8 ton/sq.m |
| 83 | Boring with hydraulic pilling rigs with power units providing and installing cast in situ single under reamed piles of specified diameter and length below pile caps in M-25 Cement concrete, to carry a safe working load not less than specified, excluding the cost of reinforecement but including the cost of boring with bentonite solution and the length of the pile to be embeddedin pile cap etc all complete. 400 mm dia piles |
| 84 | Steel reinforcement for RCC Work including straightening cutting bending placing in position and binding all complete up to plinth level . Thermo Mechanically treated bars of grade Fe -500D or more 12 mm dia |
| 85 | Vertical load testing of piles in accordance with IS 2911 (Pt-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification 7 above 50 tonne and up to 100 tonne |
| 86 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :( b ) In prop. 1:4 |
| 87 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.TMT bar. other ISIapproved make. |
| 88 | ISI approved MS rod |
| 89 | Centering and shuttering including strutting, propping etc. and removalof form for Columns, Pillars, Piers, Abutments, Posts and Struts a)Square rectangular …… having plain vertical face |
| 90 | Lintels, beams, plinth beams, girders, bressumers andcantilevers For depth not exceeding 1.00 Mtr. |
| 91 | Suspended floors, roofs, landings, balconies and accessplatform )Floor etc. up to 200mm in thickness. |
| 92 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :In Super Structure from P.L up to Ist floor level..1 cement : 2 coarse sand incuding manufactured sandderived from Recycled Concrete Aggregate (RCA) upto 20% : 4graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%). |
| 93 | Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length (hold fast lugs ordash fastener shall be paid for separately).9.1.3 Kiln seasoned and chemically treated hollock wood |
| 94 | Encasing rolled steel section in grillages with cement concrete 1:1.5:3(1 cement : 1.5 coarse sand incuding manufactured sand derived fromRecycled Concrete Aggregate (RCA) upto 20% : 3 graded stoneaggregate 20 mm nominal size Recycled Concrete Aggregate (RCA)upto 20%), including centering and shuttering but excluding cost ofexpanded metal and hangers. |
| 95 | Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete.40mm dia MS black tube. Medium. |
| 96 | Providing and fixing hand rail of approved sixe by welding etc to steel laddar railing balcony railing, staircase railing and similar works including applying priming coat of approved steel primer MS Tube (40 mm diablack tube ) |
| 97 | Providing corrugated G.S. sheet roofing including vertical / curvedsurface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead, including a coat of approved steelprimer and two coats of approved paint on overlapping of sheetscomplete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m²0.60mm thick. |
| 98 | Providing ridges or hips of width 60 cm overall width plain G.S. sheetfixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I.limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 99 | 15 mm cement plaster on the rough side of single or half brick wall ofmix :in cement mortar 1 : 4 |
| 100 | 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardenermix : 2 graded stone aggregate 6 mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"sspecifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete. |
| 101 | Providing wood work in frames of false ceiling, partitions etc. sawn andfixed in position with necessary stainless steel screws etc. Kiln seasoned and chemically treated hollock wood |
| 102 | Providing and fixing insulating board ceiling of approved quality withnecessary nails etc. complete (frame work to be paid separately) : White face insulating board |
| 103 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. c)M.S bolts and nuts. |
| 104 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, fixing with butt hinges of requiredsize with necessary screws, excluding panelling which will be paid forseparately, all complete as per direction of Engineer-in-charge. (Note:-Butt hinges and necessary screws shall be paid separately)Second class teak wood ( 35 mm thick shutters ) |
| 105 | Providing and fixing glazing in aluminium door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasketetc. complete as per the architectural drawings and the directions ofengineer-in-charge . (Cost of aluminium snap beading shall be paidin basic item): With float glass panes of 4.0 mm thickness (weight notless than 10kg/sqm |
| 106 | Providing and fixing fibre cement reinforced by organic fibres and/orinorganic synthetic fibres roofing accessories in all colours withpolymer coated J or L hooks, bolts and nuts and or G.I. seam boltsand nuts, G.I. plain and bitumen washers or with self drilling fastenerand EPDM washer etc. complete:Barge boards |
| 107 | Applying priming coat: With ready mixed pink or Greyprimer ofapproved brand and manufacture on steel work (secondcoat) |
| 108 | Applying priming coat: With ready mixed red oxide zinc Chormate primer ofapproved brand and manufacture on steel work (secondcoat) |
| 109 | Painting with silicon & acrylic emulsion based water thinnable sealerof approved brand and manufacture on wet or patchy portion ofplastered surfaces :One coat General purpose (Asian paint/Nerolac) |
| 110 | Painting on G.S. sheet with synthetic enamel paint of approved brandand manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution General purpose (Asian paint/Nerolac) |
| 111 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 112 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied |
| 113 | Providing and fixing ISI marked oxidised M.S. sliding door bolts withnuts and screws etc. complete : a)Siding door bolts. 300mmx16mm |
| 114 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete :b)Tower bolts:- iii)200mm x 10 mm |
| 115 | Providing and fixing ISI marked oxidised M.S. handles conforming toIS:4992 with necessary screws etc. complete :c)Door handle :-iii)125mm |
| 116 | Providing and fixing bright finished brass hard drawn hooks and eyes :150mm |
| 117 | Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/2016 (with up to date amendment) with necessary jointing material like mechanical connector of jointing pipes by heatingthe ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine.(50 mm & above fusion jointed & below 50mm mechanical jointed). The HDPE fitting should be ISI marked conforming to relevant BIS code. (a) 110 mm dia HDPE PN 6 |
| 118 | ( b ) 90 mm dia HDPE PN 6 |
| 119 | (c) 75 mm dia HDPEPN 6 |
| 120 | (d) 63 mm dia HDPE PN 6 |
| 121 | (A) Supplying, laying , fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (with up to date Amendment) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.100 mm dia GI |
| 122 | 80 mm dia GI |
| 123 | Road Restoration of a Pavers Block Road (Analysis Rate) 1x 176.6681 Rm = 176.6681 Rm |
| 124 | Construction of RCC Supporting pillar to be used as support of pipeline for crossing of culverts etc. of 0.25x0.25m size and height varying from 0.5m to 1.5m above GL, including necessary earthwork, 75 mm thick PCC in prop. 1:3:6 over flat brick soling, foundation of size 0.80 x 0.80 m x 0.125m(depth) with 8mm dia reinforcemnt @ 150mm c/c both sides, and 12mm dia main reinforcement for the pillar with 8mm dia single legged stirrup @150mm c/c, 15mm thick plaster including shuthering / shoring and all complete as per direction of the deptt. Approved good for construction drawing will be issued by the deptt. .Supporting pillar of height 0.50m above GL |
| 125 | Construction of Brickboundary wall including necessary earthwork in excavation for foundation trenches of walls, footing of columns including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth, 100 mm thick PCC in proportion 1:3:6 over flat brick soling, with brickwork in cement mortar in proportion 1:4 with 230mm thick first class brick in sub-structure upto plinth level and 112 mm thick above plinth upto height of 1.5 m, and providing RCC pillar of 0.20mx0.20mx 1.50 meter height above GL at 3.0 meters apart and for gate 2 nos. posts of size 0.30mx0.30mx 1.60 meter above ground level, tie beam of 0.20mx0.25m cross section, 6 nos. 12mm dia main bar for each gate post and 4 nosfor each boundary colums and stirrups @ 150mm c/c and plastering in proportion 1:4, and colour washing with lime of approved brand incuding form work, shuttering and shoring all complete as per approved good for construction drawing as directed and specified by the by the deptt. |
| 126 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all memberssuch as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 10.11.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) Cost of Heavy Iron (2.00 Qtl.) |
| 127 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 128 | Supply with fitting & fixing 60mm dia 1830 mm height integrated with acrylic diffuser, translucent top, bottom clear, black powder painted finish tubular pole. The pole is made of GI tube with GI cylindrical control gear, 36 W CFL lamp and suitable for operation on 240 V 50 Hz single AC supply. The pole is to be fitted on 1:3:6 PCC pole foundation of size 300mm x 300mmx1200mm with grouting nuts & bolts as specified & directed by the deptt. (Metal Coats make) COBRA model or equivalent .ProvidingExternal Lighting Every 20m |
| 129 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Site Dev) |
| 130 | Construction of Foot Path:- Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete (Foot Path) |
| 131 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 132 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete |
| 133 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 134 | Construction of Functional Household Tap Connection including earthwork in excavation for pipe line (both for connection in distribution line and service connection) and refilling, dressing etc., providing PVC Saddle Piece of average size 110 mm x 15 mm (i.e. ranging from 63mm to 140mm) and make Supreme or equivalent, making holes in the distribution pipe, providing 15 mm dia bronze ferrule cock (PN-16) conforming to IS:2692 (1989) as ammended and make Zoloto or equivalent, connecting it to the saddle piece, providing and fixing 3 layer (Outer green / GREY coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PPR ( Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS 15801-2008 of length 10m from saddle piece to the tap point ( pipes of make SFMC/ FUSION/Wetflow,Kisan brand or other brand of equivalent quality and PN-16 Pipe,20 mm OD,SDR-7.4) including all plain PP-R fittings and brass hreaded PP-R fitting and clamping, cutting and making good to the damages, including all threaded PP-R fitting and clamping, cutting and making good to the damages, including all taxes and duties as applicable and including the cost of all required labour and materials as directed and specified. The item also inludes construction and installation of R.C.C Hydrant Pillar of size 100mm x 100 mm , height 1200 mm with 6 mm dia bar embeded to RCC Post in proportion 1:1.5:3 with 4 nos 10 mm dia main and 6 mm dia stirrup @ 150 C/c and fixing 15 mm dia PPR pipe to the hydrant, with 6 mm rings embedded in concrete for anchoring inclusive of cost of transportation to site and also supplying fitting and fixing PVC Bib cock all complete as directed and specified. Approved good for construction drawing will be issued by the deptt. |
| 135 | Supply, installation, testing and comissioning of electrically operated chemical dosing pump of 6 L capacity and 6 kg/cm2 complete with PVC solution mixing container and electrical wiring with panel board fitting and fixing at site with suction and discharge tubings.Housing :-(1)Fiber reinforced plastic 2. Spacer & Head :- Poly propylene/UPVC 3. Diapharm :- Tefflon Faced Hupalon 4. Ball :- PTFE5. Suction & discharge ball cartidge :- Poly propylene/UPVC 6. Suction & Discharge Tubings :- HDPE/LDPE 7. MS Fabricated stand for mixing container |
| 136 | Making sign board of size 3 m (W) x 1.2 m (H) with 50 mm MS square pipe supporting postin a frame of 32 mm MS square boundary pipes with 3 nos 25mm MS square strut pipe welded with a 3 mm thick MS plain sheet (3 m x 1.2 m) includingfoundation work , all complete and as directed by the Engineer-in-charge. |
| 137 | Pipe Wrench (4003 Pt- II 1986)200 mm long suitable for 25mm pipe |
| 138 | Pipe Wrench (4003 Pt- II 1986)250 mm long suitable for 40mm pipe |
| 139 | Pipe Wrench (4003 Pt- II 1986)300 mm long suitable for 50mm pipe |
| 140 | Pipe Wrench(4003 Pt- II 1986)350 mm long suitable for 50mm pipe |
| 141 | Pipe Wrench (4003 Pt- II 1986)450 mm long suitable for 65mm pipe |
| 142 | Pipe Wrench (4003 Pt- II 1986)600 mm long suitable for 75mm pipe |
| 143 | Chain Wrench( IS 4123 1986) 900 mm long suitable for 100 mm pipe |
| 144 | Adjustable spanners(IS 6149-1984)110mm long |
| 145 | Adjustable spanners(IS 6149-1984)155mm long |
| 146 | Adjustable spanners(IS 6149-1984)205 mm long |
| 147 | Connector Screw Driver 901 (Taparia) |
| 148 | 200 mm Screw Driver 825 (Taparia) |
| 149 | 300 mm Screw Driver 829 (Taparia) |
| 150 | 1\"\" Cold chisel |
| 151 | Hacksaw Frame with Blade |
| 152 | 12\"\" Flat rough File (Scissors make) |
| 153 | 12\"\" Half Round File (Scissors make) |
| 154 | Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.BFM80 for DN 125 mm |
| 155 | Supplying making fitting and fixing 5- Leg Junction chamber made of GI Nipple (Medium quality)for regulating delivary of clear water supply ( The estimate is prepared as per APHE SOR 2015-16 and market price. |
| 156 | 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 coduit, with plano 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. 1.1.1. Group A |
| 157 | 1.1.2. Group B |
| 158 | 1.1.3. Group C |
| 159 | Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required. 1.14.12x1.5 sq.mm + 1x1.5 sq.mm earth wire. |
| 160 | 1.14.22x2.5 sq.mm + 1x2.5 sq.mm earth wire |
| 161 | Supplying and fixing PVC batten / angle holder including connection etc. as required. |
| 162 | Supplying and fixing 3 pin, 5A celing rose on the existing junction box / wooden block including connections etc. as required. |
| 163 | Installation, Testing , Commissioning of wall bracket / ceiling fittingsof all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting , complete with all acessories including connections etc. as required. |
| 164 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuse including drilling holes in cubicle panel, making connections, etc. as required. 2.1.2. 63A TP&N |
| 165 | Earthing with G.I. earth plate 600mm x 600mm x 6mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2,7 metre long etc. with charcoal/coke and salt as required. |
| 166 | Providing and fixing 25mm x 5mm copper strip in 40mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 167 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required.. (But without MCB/RCCB/Isolator) 2.3.1 6 way, Double door |
| 168 | Supply, Installation, Testing and Commissioning of 1200mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation :B, 3nos. Blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than o.9, Service Value(CM/M/W) minimun 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unitfor speed pin, nut bolts, washeres, temperature rise = 75 degree C (max), insulation resistance more than 2 mega ohm, suitable for 230V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 169 | Installation, Testing , Commissioning of ceiling fan including wiring the down rods of standard length (upto 30 cm ) with 1.5 sq.mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 170 | Supplying and fixing following piano type switch / socket on the existing switch box / cover including connections etc. as required .1.23.1. 5/6 amps switch |
| 171 | 1.23.2. 2 way 5/6 A switch |
| 172 | 1.23.3. 15/16 A switch |
| 173 | 1.23.4. 3 pin 5/6 A socket outlet |
| 174 | 1.23.5. 6 pin 15/16 A socket outlet |
| 175 | Finishing walls with 100% Premium acrylic emulsion paint havingVOCless than 50 gm/litre and UV resistance as per IS 15489:2004,Alkali & fungal resistance, dirt resistance exterior paint of requiredshade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 176 | Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat appiled @ 0.90 litr/10 sqm over an under coat of primer applied @ 0.80 litr/10 sqm of approved brand and manufacture |
| 177 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @0.75 ltr/10sqm of approved brand and manufacture surface over 100 mm in width.General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 178 | Laying of one number PVC insulated and PVC sheathed /XLPE power cable of 11KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Above 120 Sq.mm and upto 400 sq.mm |
| 179 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.2.2.5 200A 25KA, TPMCCB |
| 180 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
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