| 1707915178000 | 0 | None | None | Water supply/sewage lines | Sinking Of Borewell ,of borewell and fixing of hand pump,insttalation of pumping machinery in swm site kakkera tmc limit,To providing swm site entranc kaman and gate .and construction of compound wall to swm site contineous in kakkera tmc limit. | 1252501.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2593199 | 80738 | None | code01 | 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 ) (Above 450m of drilling add 10% for every
50m depth) | Mtr | 397.5 | 397.5 | 100.0 | False | None | None | False | None | False | 39750.0 | 0 | | 2593200 | 80738 | None | code02 | 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 ) (Above 450m of drilling add 10% for every
50m depth) | Mtr | 491.84 | 491.84 | 100.0 | False | None | None | False | None | False | 49184.0 | 0 | | 2593201 | 80738 | None | code03 | Supply & fixing of PVC pipes of 6 kg /cm2 160mm casing pipe inner casing etc .complete with all leads and lifts and as directed by engineer-in-charge. | Mtr | 445.2 | 445.2 | 30.0 | False | None | None | False | None | False | 13356.0 | 0 | | 2593202 | 80738 | None | code04 | SUPPLY & INSTALLATION OF HANDPUMP | No | 14595.0 | 14595.0 | 1.0 | False | None | None | False | None | False | 14595.0 | 0 | | 2593203 | 80738 | None | code05 | Erecting and commissioning of new hand pump including fixing of GI pipes, fixing of hand pump to the borewell and giving satisfactory test etc.complete. | Each | 407.04 | 407.04 | 1.0 | False | None | None | False | None | False | 407.04 | 0 | | 2593204 | 80738 | None | code06 | Providing and construction of platform in CC 1:2:4 proportion using
hard granite or basalt or trap jelly of 20mm and down size for India
Mark-II hand pump as per approved drawing enclosed to the S.R (UNICEF standard), including machine mixing, laying, tamping, curing and smooth finishing of exposed faces in CM 1:3 with necessary moulds, includingearth work excavation with all leads of materials etc. complete | No | 4483.8 | 4483.8 | 1.0 | False | None | None | False | None | False | 4483.8 | 0 | | 2593205 | 80738 | None | code07 | 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 32mm dia | Mtr | 453.68 | 453.68 | 25.0 | False | None | None | False | None | False | 11342.0 | 0 | | 2593206 | 80738 | None | code08 | Plunger Rod (Stainless Steel) | Mtr | 225.0 | 225.0 | 25.0 | False | None | None | False | None | False | 5625.0 | 0 | | 2593207 | 80738 | None | code09 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch)
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work and
latest5.00 HP/3.7KW 25th STG | No | 27984.0 | 27984.0 | 1.0 | False | None | None | False | None | False | 27984.0 | 0 | | 2593208 | 80738 | None | code10 | The STATOR of motor 4 to 5 H.P | Each | 3675.0 | 3675.0 | 1.0 | False | None | None | False | None | False | 3675.0 | 0 | | 2593209 | 80738 | None | code11 | 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 32mm dia | Mtr | 453.68 | 453.68 | 25.0 | False | None | None | False | None | False | 11342.0 | 0 | | 2593210 | 80738 | None | code12 | 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.1x3x6 m2 | Mtr | 196.1 | 196.1 | 27.0 | False | None | None | False | None | False | 5294.7 | 0 | | 2593211 | 80738 | None | code13 | Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | Mtr | 84.8 | 84.8 | 100.0 | False | None | None | False | None | False | 8480.0 | 0 | | 2593212 | 80738 | None | code14 | 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. | No | 6890.0 | 6890.0 | 1.0 | False | None | None | False | None | False | 6890.0 | 0 | | 2593213 | 80738 | None | code15 | Supply and delivery at site of brand new best make gate valve as per IS
778/1984 with ISI Mark and as per its latest amendments | Each | 1325.0 | 1325.0 | 5.0 | False | None | None | False | None | False | 6625.0 | 0 | | 2593214 | 80738 | None | code16 | 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. | Each | 17385.06 | 17385.06 | 1.0 | False | None | None | False | None | False | 17385.06 | 0 | | 2593215 | 80738 | None | code17 | 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 inwidth ) 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 | Cum | 277.72 | 277.72 | 252.0 | False | None | None | False | None | False | 69985.44 | 0 | | 2593216 | 80738 | None | code18 | 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 90mm dia., 6 kg/sqcm & class 3 | Mtr | 311.64 | 311.64 | 525.0 | False | None | None | False | None | False | 163611.0 | 0 | | 2593217 | 80738 | None | code19 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 169.6 | 169.6 | 252.0 | False | None | None | False | None | False | 42739.2 | 0 | | 2593218 | 80738 | None | code20 | Item Description : KSRB 2-2.1 : Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 | Cum | 99.75 | 99.75 | 12.0 | False | None | None | False | None | False | 1197.0 | 0 | | 2593219 | 80738 | None | code21 | Item Description : KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 | Cum | 5947.0 | 5947.0 | 0.45 | False | None | None | False | None | False | 2676.15 | 0 | | 2593220 | 80738 | None | code22 | Item Description : KSRB 4.2.1 : Providing and laying in position reinforced cement concrete of Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70 cum and fine aggregtes @ 0.47cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008 at machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. | Cum | 6639.15 | 6639.15 | 1.55 | False | None | None | False | None | False | 10290.6825 | 0 | | 2593221 | 80738 | None | code23 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 1.49 | False | None | None | False | None | False | 10372.635 | 0 | | 2593222 | 80738 | None | code24 | Providing and removing a centering, shuttering, strutting, propping etc.., and removal of form work for a foundation footing bases of column for mass concrete including cost of all materials, labours, complete as per specificatons. | Sqm | 531.13 | 531.13 | 1.3 | False | None | None | False | None | False | 690.469 | 0 | | 2593223 | 80738 | None | code25 | Providing and removing a centering, shuttering, strutting, propping etc.., and removal of form work for a foundation footing bases of column for mass concrete including cost of all materials, labours, complete as per specificatons. | Sqm | 4647.41 | 4647.41 | 1.49 | False | None | None | False | None | False | 6924.6409 | 0 | | 2593224 | 80738 | None | code26 | 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. | Kg | 93929.85 | 93929.85 | 0.3645 | False | None | None | False | None | False | 34237.430325 | 0 | | 2593225 | 80738 | None | code27 | 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. | Sqm | 93.45 | 93.45 | 5.94 | False | None | None | False | None | False | 555.093 | 0 | | 2593226 | 80738 | None | code28 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing | Sqm | 9460.5 | 9460.5 | 6.72 | False | None | None | False | None | False | 63574.56 | 0 | | 2593227 | 80738 | None | code29 | 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. | Kg | 142.8 | 142.8 | 36.75 | False | None | None | False | None | False | 5247.9 | 0 | | 2593228 | 80738 | None | code30 | 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(common SR 2023-24 Itm no-1.14.1) | Cum | 108.12 | 108.12 | 41.89 | False | None | None | False | None | False | 4529.1468 | 0 | | 2593229 | 80738 | None | code31 | Providing and 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates(common SR 2023-24 Itm no-2.1.2) | Cum | 6181.92 | 6181.92 | 4.62 | False | None | None | False | None | False | 28560.4704 | 0 | | 2593230 | 80738 | None | code32 | 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 itm no-5.5) | Cum | 6756.44 | 6756.44 | 20.79 | False | None | None | False | None | False | 140466.3876 | 0 | | 2593231 | 80738 | None | code33 | 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 itm no-5.6) | Cum | 6834.88 | 6834.88 | 15.59 | False | None | None | False | None | False | 106555.7792 | 0 | | 2593232 | 80738 | None | code34 | Providing and laying in position 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.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(common SR 2023-24 Itm no-2.4.1) | Sqm | 7034.16 | 7034.16 | 2.6 | False | None | None | False | None | False | 18288.816 | 0 | | 2593233 | 80738 | None | code35 | 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 per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 VOL-II itm no-8.19.1) | Cum | 270.3 | 270.3 | 69.3 | False | None | None | False | None | False | 18731.79 | 0 | | 2593234 | 80738 | None | code36 | Providing and constructing load bearing wall with Solid Concrete blocksof size 400x100x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005including cost of all materials, labour, scaffolding and curing, usagecharges of machinery etc complete as per specifications..(PWD SR 2023-24 VOL-II itm no-6.34) | Sqm | 1170.25 | 1170.25 | 130.9 | False | None | None | False | None | False | 153185.725 | 0 | | 2593235 | 80738 | None | code37 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick 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.(PWD SR 2023-24 VOL-II itm no-8.4.2) | Sqm | 330.72 | 330.72 | 277.2 | False | None | None | False | None | False | 91675.584 | 0 | | 2593236 | 80738 | None | code38 | 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 2023-24 VOL-II itm no-8.28) | Kg | 94.34 | 94.34 | 277.2 | False | None | None | False | None | False | 26151.048 | 0 | | 2593237 | 80738 | None | code39 | 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 per100 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 SR 2023-24 VOL-II itm no-11.57.1) | Mtr | 19.08 | 19.08 | 231.0 | False | None | None | False | None | False | 4407.48 | 0 | | 2593238 | 80738 | None | code40 | 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 per100 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 .Supplying at site Angle iron post & strut of required size 50*50*5 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.(PWD SR 2023-24 VOL-II itm no-11.57.2) | Kg | 119.78 | 119.78 | 178.9 | False | None | None | False | None | False | 21428.642 | 0 |
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