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| 1720164803000 | 0 | None | None | Other Works | Construction of processing shed at Land fill site in Bhalki | 2022039.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3457679 | 123137 | None | code01 | 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 | Cum | 107.1 | 107.1 | 72.0 | False | None | None | False | None | False | 7711.2 | 0 | | 3457680 | 123137 | None | code02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.Page No. 7 Item No. 1.9 KPWD. Volumn -1 DSR 2023-24 | Cum | 279.3 | 279.3 | 36.0 | False | None | None | False | None | False | 10054.8 | 0 | | 3457681 | 123137 | None | code03 | 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 20 mm nominal size graded crushed coarse aggregates Page No.15 Item No. 2.1.4 KPWD. Volumn -1 DSR 2023-24 | Cum | 6527.85 | 6527.85 | 7.04 | False | None | None | False | None | False | 45956.064 | 0 | | 3457682 | 123137 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No.15 Item No. 2.2.2.1 KPWD. Volumn -1 DSR 2023-24 | Cum | 6601.35 | 6601.35 | 16.2 | False | None | None | False | None | False | 106941.87 | 0 | | 3457683 | 123137 | None | code05 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No.15 Item No. 2.2.2.1 KPWD. Volumn -1 DSR 2023-24 COLUMN UPTO TOP LEVEL | Cum | 10687.9 | 10687.9 | 21.38 | False | None | None | False | None | False | 228507.302 | 0 | | 3457684 | 123137 | None | code06 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Kgs | 90.75 | 90.75 | 1832.6 | False | None | None | False | None | False | 166308.45 | 0 | | 3457685 | 123137 | None | code07 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Item no. 11.16.2 page no. 82 KPWD Voll-2 DSR-2023-24 | Kg | 154.35 | 154.35 | 4800.0 | False | None | None | False | None | False | 740880.0 | 0 | | 3457686 | 123137 | None | code07 | 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 g/m2 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 m or as desired by Engineerin- 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.Item no. 7.38 page no. 26 KPWD Voll-2 DSR-2023-24 | Sqm | 596.4 | 596.4 | 1200.0 | False | None | None | False | None | False | 715680.0 | 0 |
| | 1720164803000 | 0 | None | None | Other Works | Construction of processing shed at Land fill site in Bhalki | 154278.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3457687 | 123138 | None | code01 | KSRB-2.2.2 Earth work Excavation by manual means for foundation of Buildings ,culvets, water supply,sanitary lines and electrical conduits either in pits or in Trenches 1.5 mtr and above in width ,in hard soil not exceeding 1.5 m In depth including dressing the bottom and sides of pits and trenches,stacking the excavated stuff clear from the edge of excavation with lead upto 50m including breaking of clods as per specification No KBS 1.4.1 (Page No 5& Item No 2.4) | Cum | 254.1 | 254.1 | 20.0 | False | None | None | False | None | False | 5082.0 | 0 | | 3457688 | 123138 | None | code02 | KSRB 2.8 : Providing and filling foundation with granite/trap broken metal 100 mm and down size with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per speciiaction No KBS (Page No 7 & Item No 2.15) | Cum | 2031.75 | 2031.75 | 2.4 | False | None | None | False | None | False | 4876.2 | 0 | | 3457689 | 123138 | None | code03 | KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3: 6 with OPC cement @ 180 kgs, with 40 mm and down size graded granite metal coarse aggregates @ 0.85 cum and fine aggregates @ 0.57 cum machine mixed, machine mixed, concrete laid in layers not exeeding 15 cms thick well compacted, in foundadtion including cost of all materials labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (Page No 13 & Item No 4.2) | Cum | 6288.45 | 6288.45 | 2.4 | False | None | None | False | None | False | 15092.28 | 0 | | 3457690 | 123138 | None | code04 | KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3: 6 with OPC cement @ 180 kgs, with 40 mm and down size graded granite metal coarse aggregates @ 0.85 cum and fine aggregates @ 0.57 cum machine mixed, machine mixed, concrete laid in layers not exeeding 15 cms thick well compacted, in foundadtion including cost of all materials labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (Page No 13 & Item No 4.2) RCC Slab | Cum | 5916.75 | 5916.75 | 11.3 | False | None | None | False | None | False | 66859.275 | 0 | | 3457691 | 123138 | None | code05 | KSRB 15 - 4.1 : Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1 : 3, 12 mm thick cost of all materials, labour, curing complete as per specification. (Page No 116 & Item No 15.23) | Sqm | 7.35 | 7.35 | 62.0 | False | None | None | False | None | False | 455.7 | 0 | | 3457692 | 123138 | None | code06 | KSRB 15-3.14 : Providing 12 mm thick cement plaster in single coat with cement mortar 1:4 to ceiling inclding ronding off cornrs wherever requied smoth rendering , including providing and rmoving scaffolding , cost of materials , labour, curing etc complete as sper specificaion (Item No 15.22 & Page No 116) | Sqm | 231.0 | 231.0 | 62.0 | False | None | None | False | None | False | 14322.0 | 0 | | 3457693 | 123138 | None | code07 | KRS 4.9.2 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design[laps, hooks, and wastage shall not be measured and paid] cost of materails, labour, HOM of manchinery completeas perspecifications.TMT bars Fe 500 . Specification No KBS 4.6.3 (Page No 18 & Item No 4.46.2) | Tonne | 74992.05 | 74992.05 | 0.226 | False | None | None | False | None | False | 16948.2033 | 0 | | 3457694 | 123138 | None | code08 | KSRB 4 - 6.3 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspendedd floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per specification,. Specification No. KBS 4.6.2 (Page No 15 & Item No 4.30) | Sqm | 403.2 | 403.2 | 76.0 | False | None | None | False | None | False | 30643.2 | 0 |
| | 1720164803000 | 0 | None | None | Other Works | Construction of processing shed at Land fill site in Bhalki | 221490.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3457695 | 123139 | None | code01 | Sinking bore well of 165mm diameter clear using fast rig in all strata including over burden upto 20Mtr, fixing of casing pipes lncluding cost of cutting and threading of pipes collars and cap with necessary cutting and threading including, transportation of rig and vehicle crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum continuous working of compressor for one hour (excluding the cost of casing pipes, collars and caps) upto 50 mtrs depth | Mtr | 364.35 | 364.35 | 50.0 | False | None | None | False | None | False | 18217.5 | 0 | | 3457696 | 123139 | None | code02 | Sinking bore well of 165mm diameter clear using fast rig in all strata including over burden upto 20Mtr, fixing of casing pipes lncluding cost of cutting and threading of pipes collars and cap with necessary cutting and threading including, transportation of rig and vehicle crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum continuous working of compressor for one hour (excluding the cost of casing pipes, collars and caps). 50 to 100 mtrs depth | Mtr | 464.1 | 464.1 | 50.0 | False | None | None | False | None | False | 23205.0 | 0 | | 3457697 | 123139 | None | code03 | Sinking bore well of 165mm diameter clear using fast rig in all strata including over burden upto 20Mtr, fixing of casing pipes lncluding cost of cutting and threading of pipes collars and cap with necessary cutting and threading including, transportation of rig and vehicle crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum continuous working of compressor for one hour (excluding the cost of casing pipes, collars and caps). 100 to 150 mtr | Mtr | 478.8 | 478.8 | 50.0 | False | None | None | False | None | False | 23940.0 | 0 | | 3457698 | 123139 | None | code04 | Sinking bore well of 165mm diameter clear using fast rig in all strata including over burden upto 20Mtr, fixing of casing pipes lncluding cost of cutting and threading of pipes collars and cap with necessary cutting and threading including, transportation of rig and vehicle crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum continuous working of compressor for one hour (excluding the cost of casing pipes, collars and caps). 151 to 200 mtrs | Mtr | 562.8 | 562.8 | 20.0 | False | None | None | False | None | False | 11256.0 | 0 | | 3457699 | 123139 | None | code05 | Supply of ISI Mark 175mm nominal bore, plain end steel casing pipe-grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest amendments, electrical resistance welded steel tube material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5 to 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 pipes shall be resonably free from defects. The tubes shall be resonably straight and should be with ISI marking weighing 25.10kg/m. (exclusive of all taxesand duties). Prices include Collar-Medium duty, complete.175mm dia MS Pipe x 3.6mm thick | Rmtr | 2029.65 | 2029.65 | 18.0 | False | None | None | False | None | False | 36533.7 | 0 | | 3457700 | 123139 | None | code06 | Proving and fixing MS casing collar as per is 1239(part-11) 1982 with all latest amendmends if any for any dia .The thickness of plate used for covering one end shall be 3mm (minimum0, The diamesion of caps and collars shall be strictly as per IS 1239 | Nos | 157.5 | 157.5 | 3.0 | False | None | None | False | None | False | 472.5 | 0 | | 3457701 | 123139 | None | code07 | Providing and laying at site of work mS casing caps as per IS 1239(part-11) 1982 with all latest amendments if any for any dia The thickness of plate used for covering one end shall be 3mm The diamension of caps and collars shall be strictly as per IS 1239(part-11)1982 | No | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3457702 | 123139 | None | code08 | Supply of Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well and confirming to IS 8034-2000, 5.00HP specification with testing of as per instructions | No | 23467.5 | 23467.5 | 1.0 | False | None | None | False | None | False | 23467.5 | 0 | | 3457703 | 123139 | None | code09 | 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.(1X3X2.5sqmm) | Rmtr | 173.25 | 173.25 | 180.0 | False | None | None | False | None | False | 31185.0 | 0 | | 3457704 | 123139 | None | code10 | Supply installing testing and commissioning common control panel consting of the following incoming:1 No set of phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter,1 No Analog voltmeter 1 in with phae selector switch | Nos | 9975.0 | 9975.0 | 1.0 | False | None | None | False | None | False | 9975.0 | 0 | | 3457705 | 123139 | None | code11 | Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour 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 etc., involved in the | Rmtr | 6457.5 | 6457.5 | 1.0 | False | None | None | False | None | False | 6457.5 | 0 | | 3457706 | 123139 | None | code12 | Erection of indoor type panel board and meter board units with all necessary materials and labour including providing cement concrete foundation bed etc., complete. | Nos | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3457707 | 123139 | None | code13 | Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (31/2 x 6 sqmm) | Mtr | 173.25 | 173.25 | 25.0 | False | None | None | False | None | False | 4331.25 | 0 | | 3457708 | 123139 | None | code14 | Earthing: Supplying 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. | Nos | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 3457709 | 123139 | None | code15 | Supply and Laying and joinitng of HDPE Pipes of specified grade and confirming to IS 4984-2016 with latest amendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches. | Rmtr | 150.15 | 150.15 | 180.0 | False | None | None | False | None | False | 27027.0 | 0 |
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