| 3892108 | 149669 | None | 1.14.1 Volume-1 | PROPOSED CONSTRUCTION OF RO ROOM TO WATER PURIFICATION PLANT: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 102.0 | 102.0 | 14.79 | False | None | None | False | None | False | 1508.58 | 0 |
| 3892109 | 149669 | None | 2.1.3 Volume-1 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes mahine mixed, laid in layers not exceeding 150mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quailty, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specificatios. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 7.49 | False | None | None | False | None | False | 44857.61 | 0 |
| 3892110 | 149669 | None | 5.3 Volume-2 | Providing Coursed rubble masonry (second sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 6205.0 | 6205.0 | 11.84 | False | None | None | False | None | False | 73467.2 | 0 |
| 3892111 | 149669 | None | 5.4 Volume-2 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6389.0 | 6389.0 | 4.89 | False | None | None | False | None | False | 31242.21 | 0 |
| 3892112 | 149669 | None | 2.1.4 Volume-1 | Providing and M25 Design Mix Using 20mm laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6217.0 | 6217.0 | 1.47 | False | None | None | False | None | False | 9138.99 | 0 |
| 3892113 | 149669 | None | 1.11 Volume-1 | Filling availbale excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consoildating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m | Cum | 433.0 | 433.0 | 14.79 | False | None | None | False | None | False | 6404.07 | 0 |
| 3892114 | 149669 | None | 8.19.1 Volume-2 | Providing Flush/Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as peMr specifications and as per directions of Engineer-in-charge. | Cum | 255.0 | 255.0 | 12.36 | False | None | None | False | None | False | 3151.8 | 0 |
| 3892115 | 149669 | None | 2.3.1 Volume-1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes mahine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reiforcement & formwork to be paid separately) M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates Plinth Beam | Cum | 9484.5 | 9484.5 | 2.54 | False | None | None | False | None | False | 24090.63 | 0 |
| 3892116 | 149669 | None | 6.33 Volume-2 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications | Cum | 1231.0 | 1231.0 | 39.2 | False | None | None | False | None | False | 48255.2 | 0 |
| 3892117 | 149669 | None | 2.3.1 Volume-1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates Lintel Beam | Cum | 10116.8 | 10116.8 | 0.84 | False | None | None | False | None | False | 8498.112 | 0 |
| 3892118 | 149669 | None | 2.5.1 Volume-1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes mahine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reiforcement & formwork to be paid separately) M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates Roof | Cum | 9945.0 | 9945.0 | 3.6 | False | None | None | False | None | False | 35802.0 | 0 |
| 3892119 | 149669 | None | 2.5.1 Volume-1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes mahine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reiforcement & formwork to be paid separately) M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates Chajja | Cum | 9613.5 | 9613.5 | 0.36 | False | None | None | False | None | False | 3460.86 | 0 |
| 3892120 | 149669 | None | 2.11 Volume-1 | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a) Buildings | Tonne | 89457.0 | 89457.0 | 0.624 | False | None | None | False | None | False | 55821.168 | 0 |
| 3892121 | 149669 | None | 8.3.1Volume-2 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 354.0 | 354.0 | 97.77 | False | None | None | False | None | False | 34610.58 | 0 |
| 3892122 | 149669 | None | 9.12.2 Volume-2 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | Sqm | 1145.0 | 1145.0 | 18.25 | False | None | None | False | None | False | 20896.25 | 0 |
| 3892123 | 149669 | None | 11.6.1 Volume-2 | Supplying and fixing rolling shutters of approved make, made of required
size M.S. laths, interlocked together through their entire length and
jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete,
including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength
conforming to IS 4454 - part 1 and M.S. top cover of required thickness
for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2633.0 | 2633.0 | 6.3 | False | None | None | False | None | False | 16587.9 | 0 |
| 3892124 | 149669 | None | 11.8.1 Volume-2 | Extra for providing mechanical device chain and crank operation for operating rolling shutters: Exceeding 10.00 m² and upto 16.80 m² in the area including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Rmtr | 987.0 | 987.0 | 3.0 | False | None | None | False | None | False | 2961.0 | 0 |
| 3892125 | 149669 | None | 11.34B Volume-2 | 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. Fixed to openings /wooden frameswith rawl plugs screws etc. | Cum | 183.0 | 183.0 | 90.72 | False | None | None | False | None | False | 16601.76 | 0 |
| 3892126 | 149669 | None | 11.35.2.3 Volume-2 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate 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) :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) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications | Kg | 582.0 | 582.0 | 69.3 | False | None | None | False | None | False | 40332.6 | 0 |
| 3892127 | 149669 | None | 11.44 Volume-2 | Providing and fixing double glazed hermetically sealed glazing in alu-minium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4345.0 | 4345.0 | 4.32 | False | None | None | False | None | False | 18770.4 | 0 |
| 3892128 | 149669 | None | 8.25 Volume-02 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in-cluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 137.0 | 137.0 | 98.13 | False | None | None | False | None | False | 13443.81 | 0 |
| 3892129 | 149669 | None | 8.45 Volume-3 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 cm2 on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 | No | 2900.0 | 2900.0 | 1.0 | False | None | None | False | None | False | 2900.0 | 0 |
| 3892130 | 149669 | None | 1.17.1 Volume-1 | PIPE LINE: RISING MAIN: Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 262.0 | 262.0 | 33.0 | False | None | None | False | None | False | 8646.0 | 0 |
| 3892131 | 149669 | None | 10.1.5 Volume-5 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 75mm dia., 6 kg/sqcm & class 3 6KSC 75mm dia | Mtr | 220.0 | 220.0 | 110.0 | False | None | None | False | None | False | 24200.0 | 0 |
| 3892132 | 149669 | None | 1.1.2 Volume-6 Ele SR | ELECTRIFICATION: Open Conduit SystemSupplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet | Mtr | 81.0 | 81.0 | 40.0 | False | None | None | False | None | False | 3240.0 | 0 |
| 3892133 | 149669 | None | 1.6.4 Volume-6 Ele SR | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 8" x 6" x 3" (203 x 152 x 76 mm) | Each | 86.0 | 86.0 | 6.0 | False | None | None | False | None | False | 516.0 | 0 |
| 3892134 | 149669 | None | 2.1.1 Volume-6 Ele SR | Point wiring using Copper wire with switch Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet 2.1.1 Point wiring using class A Materialsa) Short point up to 3Mtr from tapping point to out let via switch | Each | 285.0 | 285.0 | 1.0 | False | None | None | False | None | False | 285.0 | 0 |
| 3892135 | 149669 | None | 2.1.2 Volume-6 Ele SR | 2.1.2 Point wiring using class A Materials b) Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch | Each | 394.0 | 394.0 | 2.0 | False | None | None | False | None | False | 788.0 | 0 |
| 3892136 | 149669 | None | 3.1.3 Volume-6 Ele SR | 2.1.3 Point wiring using class A Materials c) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch | Each | 570.0 | 570.0 | 4.0 | False | None | None | False | None | False | 2280.0 | 0 |
| 3892137 | 149669 | None | 3.1.2 Volume-6 Ele SR | Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 6A 3/5 Way | Each | 147.0 | 147.0 | 2.0 | False | None | None | False | None | False | 294.0 | 0 |
| 3892138 | 149669 | None | 3.3.3 Volume-6 Ele SR | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. 4-5 Way | Each | 137.0 | 137.0 | 2.0 | False | None | None | False | None | False | 274.0 | 0 |
| 3892139 | 149669 | None | 3.3.4 Volume-6 Ele SR | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. 6 Way | Each | 173.0 | 173.0 | 2.0 | False | None | None | False | None | False | 346.0 | 0 |
| 3892140 | 149669 | None | 2.3.2 Volume-6 Ele SR | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm 1.5 sqmm (Copper wire) | Mtr | 26.0 | 26.0 | 70.0 | False | None | None | False | None | False | 1820.0 | 0 |
| 3892141 | 149669 | None | 2.3.3 Volume-6 Ele SR | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm 2.5 sqmm (Copper wire) | Mtr | 42.0 | 42.0 | 30.0 | False | None | None | False | None | False | 1260.0 | 0 |
| 3892142 | 149669 | None | 2.3.5 Volume-6 Ele SR | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm 6 sqmm (Copper wire) | Mtr | 92.0 | 92.0 | 60.0 | False | None | None | False | None | False | 5520.0 | 0 |
| 3892143 | 149669 | None | 3.8 Volume-6 Ele SR | Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws. | Sqm | 0.41 | 0.41 | 1500.0 | False | None | None | False | None | False | 615.0 | 0 |
| 3892144 | 149669 | None | 11.3.2 Volume-6 Ele SR | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W | Each | 690.0 | 690.0 | 3.0 | False | None | None | False | None | False | 2070.0 | 0 |
| 3892145 | 149669 | None | 13.7.1 Volume-6 Ele SR | Fixing all types and all capacities of fluorescent/false ceiling/spot light/CFL fittings indoor on the wall / ceiling/ rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps (if required) a) On wall/ceiling/Rafter/Girders | Each | 122.0 | 122.0 | 3.0 | False | None | None | False | None | False | 366.0 | 0 |
| 3892146 | 149669 | None | 13.2.1 Volume-6 Ele SR | Supplying and Fixing........mm dia clampsss A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires Using 25mm dia G.I.Pipe | Each | 1203.0 | 1203.0 | 2.0 | False | None | None | False | None | False | 2406.0 | 0 |
| 3892147 | 149669 | None | 5.6.6 Volume-6 Ele SR | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc. a) 20"x20"x2.5" | Each | 326.13 | 326.13 | 2.0 | False | None | None | False | None | False | 652.26 | 0 |
| 3892148 | 149669 | None | 5.7.2 Volume-6 Ele SR | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32 A | Each | 241.0 | 241.0 | 2.0 | False | None | None | False | None | False | 482.0 | 0 |
| 3892149 | 149669 | None | 5.17.4 Volume-6 Ele SR | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SP | Each | 739.0 | 739.0 | 1.0 | False | None | None | False | None | False | 739.0 | 0 |
| 3892150 | 149669 | None | 5.17.3 Volume-6 Ele SR | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 A SP | Each | 811.0 | 811.0 | 4.0 | False | None | None | False | None | False | 3244.0 | 0 |
| 3892151 | 149669 | None | 5.30 Volume-6 Ele SR | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter | Each | 1380.0 | 1380.0 | 1.0 | False | None | None | False | None | False | 1380.0 | 0 |
| 3892152 | 149669 | None | 12.56 Volume-6 PWD Ele SR | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia | Rmtr | 3510.0 | 3510.0 | 2.0 | False | None | None | False | None | False | 7020.0 | 0 |
| 3892153 | 149669 | None | 12.58.2 Volume-6 Ele SR | GI/Copper strips for grounding connections, using necessary fixing materials as required. 25 x 3 mm GI strip | Mtr | 82.0 | 82.0 | 15.0 | False | None | None | False | None | False | 1230.0 | 0 |
| 3892154 | 149669 | None | 32.56 Volume-6 Ele SR | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) | Mtr | 155.46 | 155.46 | 25.0 | False | None | None | False | None | False | 3886.5 | 0 |
| 3892155 | 149669 | None | 34.04 Volume-6 Ele SR | Straight Through Jointing Kit Sultble for 1.1KV Class LTUG Cable as per IS-13573 16Sqmm, 4 Core | Each | 698.0 | 698.0 | 1.0 | False | None | None | False | None | False | 698.0 | 0 |
| 3892156 | 149669 | None | 21.1 Volume-5 | REGULAR MODEL FOR 1000 LPH IN HARD SOIL: Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 1000 LPH FRP : Skid Type | Each | 416000.0 | 416000.0 | 1.0 | False | None | None | False | None | False | 416000.0 | 0 |