| 1718704534000 | 0 | None | None | Other Works | Construction of CC Road & Other Development works in Landfill site at Chitaguppa town | 3063897.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3302315 | 115124 | None | 001 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (PWD SR 2023-24 vol 1, item Code 1.5.1 P.No. 6) | Cum | 313.95 | 313.95 | 15.11 | False | None | None | False | None | False | 4743.7845 | 0 | | 3302316 | 115124 | None | 002 | 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 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregate. (PWD SR 2023-24 vol 1, item Code 2.1.3 P.No. 15) | Cum | 6288.45 | 6288.45 | 6.974 | False | None | None | False | None | False | 43855.6503 | 0 | | 3302317 | 115124 | None | 003 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine 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, 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. 2.3.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD Sr 2023-24 vol 1, item Code 2.4.2 P.No. 16) | Cum | 8962.84 | 8962.84 | 6.07 | False | None | None | False | None | False | 54404.4388 | 0 | | 3302318 | 115124 | None | 004 | 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. (PWD SR 2023-24 Vol -1 Page No. 18 Item No. 2.11 (h)) | Tonne | 82961.55 | 82961.55 | 0.2497 | False | None | None | False | None | False | 20715.499035 | 0 | | 3302319 | 115124 | None | 005 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 70.2 | False | None | None | False | None | False | 7739.55 | 0 | | 3302320 | 115124 | None | 006 | Construction of Granular Sub-Base of required grading as per
design spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve
the desired density, complete as per clause 401. (i) For Grading -II Material. (PWD SR 2023-24 V -3, item Code 4.2 P.No. 23) | Cum | 2553.6 | 2553.6 | 70.2 | False | None | None | False | None | False | 179262.72 | 0 | | 3302321 | 115124 | None | 007 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 V -3, item Code 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 48.04 | False | None | None | False | None | False | 129081.078 | 0 | | 3302322 | 115124 | None | 008 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (PWD SR 2023-24 Vol 3 Item Code 16.28 P. No. 149) | Cum | 7091.7 | 7091.7 | 64.89 | False | None | None | False | None | False | 460180.413 | 0 | | 3302323 | 115124 | None | 009 | Geophysical Investigation of site for sinking Borewell Geophysical Investigation of site for sinking Borewell for supplying drinking water to the habitation either through a hand pump, Mini Water Supply scheme, or Piped Water Supply Scheme by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of geological formation, geophysical investigation of existing ground water in the vicinity, its quality, quantity & acceptability of the users indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation incluing an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instrument and accessories to work site, engaging technical personal and labour required etc., complete (PWD WSSW 2023-24 VOL-5 P.NO. 140 I.NO.12.4) | Job | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3302324 | 115124 | None | 010 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ).Borcwcll depth of 0 to 50 Mtrs (PWD WSSD 2023-24 VOL-5 P.NO.132 I.NO. 12.1.1) | m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3302325 | 115124 | None | 011 | Borcwcll depth of 50 to 100 Mtrs (PWD WSSD 2023-24 VOL-5 P.NO.139 I.NO. 12.1.2) | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3302326 | 115124 | None | 012 | Borcwcll depth of 100 to 150 Mtrs (PWD WSSD 2023-24 VOL-5 P.NO.139 I.NO. 12.1.3) | m | 517.65 | 517.65 | 12.8 | False | None | None | False | None | False | 6625.92 | 0 | | 3302327 | 115124 | None | 013 | Supply of ISI mark 175mm nominal bore, plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty (PWD WSSD 2023-24 VOL-5 P.NO. 143 I.NO. 12.32) | m | 2029.65 | 2029.65 | 30.0 | False | None | None | False | None | False | 60889.5 | 0 | | 3302328 | 115124 | None | 014 | Providing Submersible Pump Set of 150mm dia suitable for bore well and
confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt
Motor as per specifications, to work site as per necessary ammendments
and instructions of engineer incharge of work. For 7.50 HP - 120 LPM @ 132 m = 14 STG Outlet Dia - 2.00" (PWD WSSD 2023-24 VOL-5 P.NO. 152 I.NO.13.15.6) | Nos | 40864.95 | 40864.95 | 1.0 | False | None | None | False | None | False | 40864.95 | 0 | | 3302329 | 115124 | None | 015 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per
relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete. HDPE Grade PE80-PN6.0, 63mm dia (PWD WSSD 2023-24 VOL-5 P.NO.95 I.NO.9.1.5) | m | 198.45 | 198.45 | 110.0 | False | None | None | False | None | False | 21829.5 | 0 | | 3302330 | 115124 | None | 016 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990
with latest amendments complete with GI fittings (excluding the cost
of fittings) with cuts and threads wherever necessary, including testing
for water tightness, with all lead and commissioning. (contractor will
make his own arrangements for procuring water for testing) For:Heavy
Duty GI Pipe of 50mm dia etc. complete PWD SR Vol-V 2023-24 Pg. No. 128 Item No. 11.3.6 | m | 712.95 | 712.95 | 46.0 | False | None | None | False | None | False | 32795.7 | 0 | | 3302331 | 115124 | None | 017 | Providing wrought mild steel (galvanized) GI collar confirming to IS
1239-II, 1991 with latest amendments if any.) For:Heavy
Duty For 50 mm dia GI collar. complete PWD SR Vol-V 2023-24 Pg. No. 129 Item No. 11.6.6 | Each | 280.35 | 280.35 | 10.0 | False | None | None | False | None | False | 2803.5 | 0 | | 3302332 | 115124 | None | 018 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments 1x3x4 m2 (PWD WSSD 2023-24 VOL-5 P.NO.154 I.NO.13.22.4) | m | 194.25 | 194.25 | 110.0 | False | None | None | False | None | False | 21367.5 | 0 | | 3302333 | 115124 | None | 019 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm (PWD WSSD 2023-24 VOL-5 P.NO.154 I.NO. 13.25.2) | No | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3302334 | 115124 | None | 020 | Supply, installing,testing and commissioning COMMON control panel
consisting of the following INCOMING:1 No set of Phase indicating
lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog
Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING
for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable
for respective HP 1 No. Electrcal Protection Like single Phase preventor,
under voltage over Volage, under current over current & dry run
protection suitable for the pump described above 1 no Indoor type1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete Upto 3 HP pump (PWD WSSD 2023-24 VOL-5 P.NO.154 I.NO. 13.23.1) | No | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3302335 | 115124 | None | 021 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work (PWD WSSD 2023-24 VOL-5 P.NO. 156 I.NO.13.32) | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3302336 | 115124 | None | 022 | Earthing: Providing and fixing and wiring earth electrode for grounding
circuits IC cutouts and other equipments on the meter board in the pit.
The pits should be filled up with equal proportion of salt and charcoal
150mm around the pipe to complete depth. The connection from the
pipe to the conduits etc. is to established through GI wire of sizes as per
clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts,
the pipe shall have 16 through holes of 12mm dia. (PWD WSSD 2023-24 VOL-5 P.NO. 157 I.NO.13.39) | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 3302337 | 115124 | None | 023 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR 2023-2024 vol 2, item Code 6.5 P.No. 13) | Cum | 11525.85 | 11525.85 | 22.67 | False | None | None | False | None | False | 261291.0195 | 0 | | 3302338 | 115124 | None | 024 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. (PWD SR 2023-2024 vol 2, item Code 8.3.1 P.No. 41) | Sqm | 371.7 | 371.7 | 467.13 | False | None | None | False | None | False | 173632.221 | 0 | | 3302339 | 115124 | None | 025 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel
primer, including welding and bolted with special shaped washers etc.
complete. Hot finished welded type tubes including cost of materials,
labour, usage charges of machinery complete as per specifications and
as per directions of the Engineer-in-Charge.PWD SR 2023-24 V -2 Item No. 11.16.2 Page No. 82 | Kg | 154.35 | 154.35 | 1217.063 | False | None | None | False | None | False | 187853.67405 | 0 | | 3302340 | 115124 | None | 026 | Providing & fixing corrugated G.S. sheet roofing including vertical
/ curved surface fixed with polymer coated J or L hooks, bolts and
nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I.
limpet washers filled with white lead, including a coat of approved
steel primer and two coats of approved paint on overlapping of sheets
complete as per design drawings (up to any pitch in horizontal/ vertical
or curved surfaces), excluding the cost of purlins, rafters and trusses
and including cutting to size and shape wherever required as per the
direction of Engineer in charge. a) 0.63 mm thick with zinc coating not less than 275 g/ m².PWD SR 2023-24 V -2 Item No. 7.1.1 Page No. 21 | Sqm | 922.95 | 922.95 | 234.6 | False | None | None | False | None | False | 216524.07 | 0 | | 3302341 | 115124 | None | 027 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of
shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 1.50m.PWD SR 2023-24 vol 1, item Code 1.17.1 P.No.44 | Cum | 275.1 | 275.1 | 11.81 | False | None | None | False | None | False | 3248.931 | 0 | | 3302342 | 115124 | None | 028 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6. PWD SR 2023-24 vol II , item Code 5.5 P.No. 09 | Cum | 6692.7 | 6692.7 | 5.31 | False | None | None | False | None | False | 35538.237 | 0 | | 3302343 | 115124 | None | 029 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - - For Basement in CM 1:6.(PWD SR 2023-24 vol II, item Code 5.6 P.No. 09) | Cum | 6770.4 | 6770.4 | 3.42 | False | None | None | False | None | False | 23154.768 | 0 | | 3302344 | 115124 | None | 030 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade 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 (PWD SR vol 2, item Code 8.28 P.No. 45) | Sqm | 93.45 | 93.45 | 181.84 | False | None | None | False | None | False | 16992.948 | 0 | | 3302345 | 115124 | None | 031 | 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 M.S. angle 50x50x5 mm (PWD 2023-24 Vol - II item No.11.57.2 P.No.95) | Kg | 118.65 | 118.65 | 3064.31 | False | None | None | False | None | False | 363580.3815 | 0 | | 3302346 | 115124 | None | 032 | Fencing with G.I. barbed wire 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. With G.I. barbed wire(PWD Ele vol 2, item Code 11.57.1 P.No. 95) | m | 18.9 | 18.9 | 8400.0 | False | None | None | False | None | False | 158760.0 | 0 | | 3302347 | 115124 | None | 033 | RCC hume pipe Circular pump house: Providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete. PWD Common SR WS&UGD 2023-24 Vol-5 It. No. 10.6 Pg. No. 136 | Each | 17221.05 | 17221.05 | 1.0 | False | None | None | False | None | False | 17221.05 | 0 | | 3302348 | 115124 | None | 034 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m. PWD SR 2023-24 Pg. No. 5 Item No. 1.4.1 Vol-1 | Cum | 254.1 | 254.1 | 1.3 | False | None | None | False | None | False | 330.33 | 0 | | 3302349 | 115124 | None | 035 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-1 item No:2.4.2 Page No:16 | Cum | 6639.15 | 6639.15 | 2.589 | False | None | None | False | None | False | 17188.75935 | 0 | | 3302350 | 115124 | None | 036 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including 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. PWD SR 2023-24 Pg. No. 45 Item No. 8.25 Vol-2 | Sqm | 143.85 | 143.85 | 9.895 | False | None | None | False | None | False | 1423.39575 | 0 | | 3302351 | 115124 | None | 037 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Heavy Duty GI pipe of 20mm dia PWD Common SR WS&UGD 2023-24 Vol-5 It. No. 11.1.2 Pg. No. 127 | m | 236.25 | 236.25 | 2.4 | False | None | None | False | None | False | 567.0 | 0 | | 3302352 | 115124 | None | 038 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) Medium Duty GI pipe of 50mm dia
PWD Common SR WS&UGD 2023-24 Vol-5 It. No. 11.2.6 Pg. No. 127 | m | 614.25 | 614.25 | 138.0 | False | None | None | False | None | False | 84766.5 | 0 | | 3302353 | 115124 | None | 039 | Providing and fixing brass bib cock of approved quality PWD SR 2023-24 Vol-2 It. No. 13.12 Pg. No. 119 | Job | 666.75 | 666.75 | 4.0 | False | None | None | False | None | False | 2667.0 | 0 | | 3302354 | 115124 | None | 040 | 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 500x500 mm(PWD vol 2, item Code 9.12.1 P.No. 60) | Sqm | 1136.1 | 1136.1 | 13.23 | False | None | None | False | None | False | 15030.603 | 0 | | 3302355 | 115124 | None | 041 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications.(PWD SR 2023-24 vol 2 Item Code 12.12 P. No. 99) | Cum | 130412.1 | 130412.1 | 0.146 | False | None | None | False | None | False | 19040.1666 | 0 | | 3302356 | 115124 | None | 042 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures)(PWD SR 2023-24 vol 2 Item Code 12.21 P. No. 100) | Sqm | 6029.1 | 6029.1 | 3.4256 | False | None | None | False | None | False | 20653.28496 | 0 | | 3302357 | 115124 | None | 043 | Providing and fixing 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.PWD SR 2023-2024 Volume II Page.No.84 Chapter 11 Sl. No 11.25.2 Basic Rate. 136.00 Add 5% Area Weightage For Kalyan Karnataka:6.8 Final Rate: 142.8 | Kg | 142.8 | 142.8 | 1715.0 | False | None | None | False | None | False | 244902.0 | 0 | | 3302358 | 115124 | None | 044 | Supplying of Ceiling Fan with Capacitor rating As per
guideline of BEE 5 star rating and IS:374/79 and also
comply with IS: 1709/1984 with latest amendment, Rated
voltage 220 V/50 Hz, Rated power input 48 W +/- 10 %,
Rated current As per IS:374/79, Rated power factor 0.9
lagging(min), Rated speed 350 +/- 10% RPM, Rated air
delivery 210 +/- 10% Cubic Meter Minimum, Rated service
value 4.2 CMM / W, Three Blades of blade leaf 1.05 mm thick
Aluminium Alloy sheet, Class B motor insulation, Bearing Two
ball bearings, Top 6202, Bottom 6201, as per IS specification,
Motor winding. Temp rise Shall not exceed 75 deg C over and
ambient of 40 0C by resistance method at 245 V, Insulation
resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per
IS:374/1979 with latest amendment, 2 year manufacturer
Warranty. 56" Sweep 5 Star (1400 mm) (PWD SR 2023-24 Part 1Elect Item Code 6.4.2 P. No. 30) | Nos | 3941.7 | 3941.7 | 4.0 | False | None | None | False | None | False | 15766.8 | 0 | | 3302359 | 115124 | None | 045 | Supplying heavy gauge PVC conduit pipe 2.5 mm
dia 2 mm thick confirming to IS 2509 with suitable size
bends, metal/PVC Junction boxes, adhesive paste etc., and
running before concreting the slab. The conduit should be tied
to the reinforcement rods by using binding wires and unused
ways of junction boxes and pipe ends should be covered
using PVC end enclosures, run with 18SWG GI fish wire
wherever necessary PWD SR 2023-2024 Volume VI Page.No.2 Chapter 1 Sl. No 1.2.2 Basic Rate: 78.00 Add 5% Area Weightage For Kalyan Karnataka: 3.9 Final Rate: 81.9/m | m | 81.9 | 81.9 | 30.0 | False | None | None | False | None | False | 2457.0 | 0 | | 3302360 | 115124 | None | 046 | 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:confirming to latest amendments.2.5 sqmm PWD SR 2021-2022 Volume VI Page.No.3 Chapter 2 Sl. No 2.3.3 Basic Rate: 42.00 Add% Area Weightage For Kalyan Karnataka: 2.1 Final Rate: 44.10/m | m | 44.1 | 44.1 | 100.0 | False | None | None | False | None | False | 4410.0 | 0 | | 3302361 | 115124 | None | 047 | 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 3654. 6A 2 Way PWD SR 2023-2024 Volume VI Page.No.8 Chapter 3 Sl. No 3.1.1 Basic Rate: 128.00 Add% Area Weightage For Kalyan Karnataka: 6.4 Final Rate: 134.4/each | Each | 134.4 | 134.4 | 5.0 | False | None | None | False | None | False | 672.0 | 0 | | 3302362 | 115124 | None | 048 | Supplying and fixing superior quality modular switch mounting
polycarbonate plate with necessary supporting back plate with
required nos. of machine screws, bolts nuts etc., complete on
the existing metal/PVC box. 6 Module PWD SR 2023-2024 Volume VI Page.No. 5 Chapter 3 Sl. No 3.5.4 Basic Rate: 234.00 Add% Area Weightage For Kalyan Karnataka: 11.70 Final Rate: 245.7/each | Each | 245.7 | 245.7 | 2.0 | False | None | None | False | None | False | 491.4 | 0 | | 3302363 | 115124 | None | 049 | 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 TPN PWD SR 2023-2024 Volume VI Page.No.13 Chapter 5 Sl. No 5.18.7 Basic Rate: 1717.00 Add% Area Weightage For Kalyan Karnataka: 85.85 Final Rate: 1802.85/each | Each | 1802.55 | 1802.55 | 1.0 | False | None | None | False | None | False | 1802.55 | 0 | | 3302364 | 115124 | None | 050 | Supplying of feet -PVC Batten with integrated LED tube 36/40
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' - 36/40 W PWD SR 2023-2024 Volume VI Page.No.43 Chapter 11 Sl. No 11.3.3 Basic Rate: 1269.00 Add% Area Weightage For Kalyan Karnataka: 63.45 Final Rate: 1332.45/each | Each | 1332.45 | 1332.45 | 10.0 | False | None | None | False | None | False | 13324.5 | 0 | | 3302365 | 115124 | None | 051 | Electrical items like switches, buttens, clips, tape. | Set | 5000.0 | 5000.0 | 1.0 | False | None | None | False | None | False | 5000.0 | 0 |
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