| 1 | 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001102 | 437 | sqm |
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| 2 | 2 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | BI01010001010000000000000515BI0100001103 | 592.84 | Kg |
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| 3 | 3 | Demolishing stone rubble masonry In cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge | BI01010001010000000000000515BI0100001104 | 191.95 | Cum |
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| 4 | 4 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | BI01010001010000000000000515BI0100001105 | 1217.18 | Kg |
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| 5 | 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). | BI01010001010000000000000515BI0100001106 | 17.78 | Cum |
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| 6 | 6 | Demolishing brick work, manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. (In cement mortar) | BI01010001010000000000000515BI0100001107 | 11.72 | Cum |
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| 7 | 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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-in-charge.All kinds of soil. | BI01010001010000000000000515BI0100001108 | 245.84 | Cum |
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| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) . | BI01010001010000000000000515BI0100001109 | 26.04 | Cum |
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| 9 | 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:1.5:3 (1 Cement:1.5 Coarse Sand (zone-III) : 3 Graded Stone Aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001110 | 13.35 | Cum |
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| 10 | 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001111 | 9.29 | Cum |
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| 11 | 11 | Providing and fixing glass strips in joints of metre terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. | BI01010001010000000000000515BI0100001112 | 17 | Rm |
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| 12 | 12 | Providing and laying 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level | BI01010001010000000000000515BI0100001113 | 91.18 | Cum. |
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| 13 | 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level..Work using Mild Steel and Medium/Tensile Steel Bars | BI01010001010000000000000515BI0100001114 | 18263.3 | Kg. |
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| 14 | 14 | Centering and shuttering Foundations, footings, bases of columns, etc. for mass concrete including strutting, propping etc. and removal of form for all heights | BI01010001010000000000000515BI0100001115 | 1546.93 | Sqm |
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| 15 | 15 | 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). | BI01010001010000000000000515BI0100001116 | 15.18 | Cum. |
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| 16 | 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand). | BI01010001010000000000000515BI0100001117 | 271.08 | Cum. |
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| 17 | 17 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand). | BI01010001010000000000000515BI0100001118 | 2.88 | Sqm |
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| 18 | 18 | Fencing With G.I. barbed wire with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. | BI01010001010000000000000515BI0100001119 | 80 | metre |
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| 19 | 19 | Fencing With G.I. barbed wire with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. | BI01010001010000000000000515BI0100001120 | 6760 | metre |
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| 20 | 20 | Supplying at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). | BI01010001010000000000000515BI0100001121 | 0.68 | cum |
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| 21 | 21 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | BI01010001010000000000000515BI0100001122 | 131.95 | Kg |
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| 22 | 22 | 12 mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) . | BI01010001010000000000000515BI0100001123 | 2375.96 | Sqm. |
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| 23 | 23 | Supply and fixing welded mesh Jali of 50x50 mm and 10 gauge including cost of all material, labour and T&P etc. complete required for proper completion of the work. (NSI) | BI01010001010000000000000515BI0100001124 | 432 | Sqm. |
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| 24 | 24 | Attending minor type of repair etc. for full day by engaging and suppling one suitable beldar / mazdoor for carrying simple type of repairing of all work including all T&P etc. complate but exclding cost of material. | BI01010001010000000000000515BI0100001125 | 110 | Job |
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| 25 | 25 | Removal of debris /waste material/ any other material / rubbish by full load tractor trolly as desired by the Engineer-in- charge & safe disposal of the same out side the nigam area including cost of all labour, T&P etc required for proper loading/unloading and disposal of waste or any other material required for the proper completion of the work. (NSI) | BI01010001010000000000000515BI0100001126 | 44 | Per trip |
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| 26 | 26 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. | BI01010001010000000000000515BI0100001127 | 2954.02 | Sqm. |
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| 27 | 27 | Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | BI01010001010000000000000515BI0100001128 | 88 | Sqm. |
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| 28 | 28 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. | BI01010001010000000000000515BI0100001129 | 1942.92 | Sqm. |
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| 29 | 29 | Hire charges of welding machine with single phase with welder, helper and electrodes etc. for repair and welding of gates, door, window etc. for 8 hrs. in a day complete with all material labour, T&P etc. required for proper completion of work. | BI01010001010000000000000515BI0100001130 | 12 | Job |
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| 30 | 30 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | BI01010001010000000000000515BI0100001131 | 17160.7 | Kg |
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| 31 | 31 | Providing and fixing on wall face unplasticised Rigid 110 mm diameter PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | BI01010001010000000000000515BI0100001132 | 14 | Meter |
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| 32 | 32 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001133 | 731 | Sqm |
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| 33 | 33 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 | BI01010001010000000000000515BI0100001134 | 78.14 | Cum |
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| 34 | 34 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : | BI01010001010000000000000515BI0100001135 | | |
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| 35 | 34.01 | (a) For fixed portion\n\nPowder coated aluminium (minimum thickness of powder coating 50 micron) | BI01010001010000000000000515BI0100001136 | 40.52 | Kg |
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| 36 | 34.02 | (b) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)\n\nPowder coated aluminium (minimum thickness of powder coating 50 micron) | BI01010001010000000000000515BI0100001137 | 49.65 | Kg |
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| 37 | 35 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by ngineerin-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. | BI01010001010000000000000515BI0100001138 | 26.1 | Sqm |
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| 38 | 36 | Providing and laying GI wire 10 gauge BWG of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | BI01010001010000000000000515BI0100001139 | 101.25 | Cum |
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| 39 | 37 | Pointing Raised and cut pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : | BI01010001010000000000000515BI0100001140 | 15.08 | sqm |
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| 40 | 38 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.0 mm thickness | BI01010001010000000000000515BI0100001141 | 23.46 | sqm |
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| 41 | 39 | 15 mm cement plaster on the rough side of single or half brick wall\nof mix :1:6 (1 cement: 6 fine sand) CPWD 2018 13.2.2 | BI01010001010000000000000515BI0100001142 | 195.24 | sqm |
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| 42 | 40 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | BI01010001010000000000000515BI0100001143 | 1065 | RM |
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| 43 | 41 | 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) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001144 | 97.9 | Cum |
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| 44 | 42 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer | BI01010001010000000000000515BI0100001145 | 53.94 | Sqm |
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| 45 | 43 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Circular tank. | BI01010001010000000000000515BI0100001146 | 10000 | per litre |
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| 46 | 44 | Transportation of rig machine, camp equipage, connected T.W. and necessary material required for drilling upto site of work including loading unloading erection and leveling of rig machine in all respect. (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001147 | 1 | Job |
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| 47 | 45 | Drilling of 125mm dia bore by rig machine in all alluvial boulders pebbles rocky stone sticky clay etc by ODEX system including lowering welding of casing/slotted pipe frome ground level to 70mts BGL(Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001148 | 120 | Rm |
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| 48 | 46 | Supply and lowering of M.S. ERW (fincut) 125mm nominal dia casing pipe 6 mm thick duly properly Beveled at 450 are both end as per IS 3589/4270 ( blind pipe)(Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001149 | 120 | Rm |
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| 49 | 47 | Supply and lowering of 125 mm dia M.S. ERW ( fincut ) perforated pipe 6 mm thick (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001150 | 60 | Rm |
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| 50 | 48 | supply and fixing of 125 mm dia well cap. (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001151 | 1 | No |
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| 51 | 49 | Supply and lowering of 125 mm dia M.S. drilling and made out of EN-24 steel(Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001152 | 1 | No |
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| 52 | 50 | Supply of bit tube of 125mm made out from seamless casing pipe as per requiRment of ODEX attachment complete in all respect (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001153 | 1 | No |
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| 53 | 51 | Development of tube well by air compresser including erection running of compressor and yeild testing through \"V\" notch (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001154 | 25 | Hrs |
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| 54 | 52 | Development of tube well by OP unit including carting of OP unit, T&P at site running of OP unit and yeild test of TW at \"V\" notch (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001155 | 31 | Hrs |
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| 55 | 53 | Chemical & becteriological test of water (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001156 | 1 | Job |
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| 56 | 54 | Hydro geological survey of site (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001157 | 1 | Job |
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| 57 | 55 | Supply and instalation of submersible pumping plant capable of delivering 70Lpm discharge at 100 mm. head with electric motor to be operated on 415(+/-) 10% volts 3 phase 50 C/S AC supply with submersible cable including supply & fixing with all accessories T&P etc required for proper completion of work. (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001158 | 1 | Set |
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| 58 | 56 | Supply of spare pumping plant as above. ( Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001159 | 1 | Set |
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| 59 | 57 | Supply and installation of automatic starter Cum panel and wire including supply & fixing with all accessories T&P etc required for proper completion of work.(Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001160 | 1 | No |
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| 60 | 58 | Supply of 32 Amp. MCCB with wooden board(Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001161 | 1 | Set |
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| 61 | 59 | Power wiring 1x3x2.5 Sqmm submersible cable (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001162 | 150 | Rm |
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| 62 | 60 | Earthing material ( Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001163 | 1 | Job |
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| 63 | 61 | Supply of main piping and valves of 32 mm size having following items. ( Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001164 | | |
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| 64 | 61.01 | 32 mm dia G.I. riser pipe in 3 mtr length with inner locking arrangment 80 mtr. ( Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001165 | 2 | Set |
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| 65 | 61.02 | 32 mm dia C.I.D.F. sluice Valve (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001166 | | |
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| 66 | 61.03 | 32 mm dia C.I.D.F. Refluxe Valve (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001167 | | |
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| 67 | 61.04 | 32x32x32 mm dia Tee (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001168 | | |
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| 68 | 61.05 | 32 mm dia GI D/F band (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001169 | | |
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| 69 | 61.06 | Necessary nut, bolt and packing (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001170 | | |
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| 70 | 62 | Supply of 1 Tone capacity and 4.5 mt lift chainpully block (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001171 | 1 | No |
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| 71 | 63 | Supply of necessary tools and spanners (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001172 | 1 | Set |
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| 72 | 64 | Supply of rubber resistance insulated sheets 25 mm thick (Nigam approved rate Vyasi- Project ) | BI01010001010000000000000515BI0100001173 | 1 | No |
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| 73 | 65 | One month running and maintenance of pumping plant (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001174 | 1 | Month |
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| 74 | 66 | Installation and commissioning of pumping plant and accessories & Freight insurance, excise duty CST/VAT handling charges etc upto the site (Nigam approved rate Vyasi- Project) | BI01010001010000000000000515BI0100001175 | 1 | Job |
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| 75 | 67 | Supply & installation of boom barrier with photocell, remote control, 6 meter boom and key switch including supply of all material, labour & T&P etc. (NSI) | BI01010001010000000000000515BI0100001176 | 1 | No. |
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| 76 | 68 | Supply & installation electromechanical tyre killer with galvanized Mild Steel Body 6 meter length, height of spike above the ground 120 mm including supply of all material, labour & T&P etc. (NSI) | BI01010001010000000000000515BI0100001177 | 1 | No. |
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