| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718345679000 | 0 | None | None | Buildings | WATER SUPPLY | 537390.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287446 | 114227 | None | SR 2023-24 Item No : 14.44 , Page No : 138 Vol 2 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ( SR 2023-24 / Item No : 14.44 , Page No : 138 Vol 2)
| Each | 11785.2 | 11785.2 | 3.0 | False | None | None | False | None | False | 35355.6 | 0 | | 3287447 | 114227 | None | SR 2023-24 Item No : 14.1.1 , Page No : 131 Vol | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests ( SR 2023-24 / Item No : 14.1.1 , Page No : 131 Vol 2)
| Each | 5128.2 | 5128.2 | 3.0 | False | None | None | False | None | False | 15384.6 | 0 | | 3287448 | 114227 | None | SR 2023-24 Item No : 14.23 , Page No : 135 Vol 2 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. ( SR 2023-24 / Item No : 14.23 , Page No : 135 Vol 2)
| Each | 1211.7 | 1211.7 | 4.0 | False | None | None | False | None | False | 4846.8 | 0 | | 3287449 | 114227 | None | SR 2023-24 Item No : 14.43 , Page No : 138 Vol 2 | Providing and fixing PTMT urinal cock of approved quality and colour using 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 g. ( SR 2023-24 / Item No : 14.43 , Page No : 138 Vol 2)
| Each | 171.15 | 171.15 | 4.0 | False | None | None | False | None | False | 684.6 | 0 | | 3287450 | 114227 | None | SR 2023-24 Item No : 14.42 , Page No : 138 Vol 2 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 g. ( SR 2023-24 / Item No : 14.42 , Page No : 138 Vol 2)
| Each | 96.6 | 96.6 | 4.0 | False | None | None | False | None | False | 386.4 | 0 | | 3287451 | 114227 | None | SR 2023-24 Item No : 14.25.1 , Page No : 135 Vol | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm. ( SR 2023-24 / Item No : 14.25.1 , Page No : 135 Vol 2)
| Each | 1035.3 | 1035.3 | 8.0 | False | None | None | False | None | False | 8282.4 | 0 | | 3287452 | 114227 | None | SR 2023-24 Item No : 14.25.1 , Page No : 135 Vol | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm. ( SR 2023-24 / Item No : 14.25.1 , Page No : 135 Vol 2)
| Each | 1035.3 | 1035.3 | 6.0 | False | None | None | False | None | False | 6211.8 | 0 | | 3287453 | 114227 | None | SR 2023-24 Item No : 13.27.2 , Page No : 121 Vol | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 450 mm length ( SR 2023-24/ Item No : 13.27.2 , Page No : 121 Vol 2)
| Each | 121.8 | 121.8 | 6.0 | False | None | None | False | None | False | 730.8 | 0 | | 3287454 | 114227 | None | SR 2023-24 Item No : 14.28.1.1 , Page No : 136 V | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia ( SR 2023-24 / Item No : 14.28.1.1 , Page No : 136 Vol 2)
| Each | 79.8 | 79.8 | 3.0 | False | None | None | False | None | False | 239.4 | 0 | | 3287455 | 114227 | None | SR 2023-24 Item No : 13.14 , Page No : 119 Vol 2 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. ( SR 2023-24 / Item No : 13.14 , Page No : 119 Vol 2)
| Nos | 888.3 | 888.3 | 24.0 | False | None | None | False | None | False | 21319.2 | 0 | | 3287456 | 114227 | None | SR 2023-24 Item No : 13.16 , Page No : 119 Vol 2 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ( SR 2023-24 / Item No : 13.16 , Page No : 119 Vol 2)
| Nos | 651.0 | 651.0 | 4.0 | False | None | None | False | None | False | 2604.0 | 0 | | 3287457 | 114227 | None | SR 2023-24 Item No : 13.22.2 , Page No : 120 Vol | Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid ( SR 2023-24/ Item No : 13.22.2 , Page No : 120 Vol 2)
| Nos | 212.1 | 212.1 | 10.0 | False | None | None | False | None | False | 2121.0 | 0 | | 3287458 | 114227 | None | SR 2023-24 Item No : 13.6.1.1 , Page No : 117 Vo | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal (SR 2023-24 / Item No : 13.6.1.1 , Page No : 117 Vol 2)
| Nos | 651.0 | 651.0 | 4.0 | False | None | None | False | None | False | 2604.0 | 0 | | 3287459 | 114227 | None | SR 2023-24 Item No : 13.5.3 , Page No : 117 Vol | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore ( SR 2023-24 / Item No : 13.5.3 , Page No : 117 Vol 2)
| Nos | 348.6 | 348.6 | 4.0 | False | None | None | False | None | False | 1394.4 | 0 | | 3287460 | 114227 | None | SR 2023-24 Item No : 14.38 , Page No : 137 Vol 2 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 g. (SR 2023-24 / Item No : 14.38 , Page No : 137 Vol 2)
| Each | 152.25 | 152.25 | 8.0 | False | None | None | False | None | False | 1218.0 | 0 | | 3287461 | 114227 | None | SR 2023-24 Item No : 13.33.6 , Page No : 123 Vol | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (SR 2023-24 / Item No : 13.33.6 , Page No : 123 Vol 2)
| m | 757.05 | 757.05 | 330.0 | False | None | None | False | None | False | 249826.5 | 0 | | 3287462 | 114227 | None | SR 2023-24 Item No : 13.34 , Page No : 123 Vol 2 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. ( SR 2023-24 / Item No : 13.34 , Page No : 123 Vol 2)
| Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 3287463 | 114227 | None | SR 2023-24 Item No : 13.32.3 , Page No : 122 Vol | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (SR 2023-24 / Item No : 13.32.3 , Page No : 122 Vol 2)
| m | 500.85 | 500.85 | 330.0 | False | None | None | False | None | False | 165280.5 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | SANITARY | 150896.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287464 | 114228 | None | SR 2023-24 Item No : 1.15.2 , Page No : 9 Vol 1 | 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. Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1 )
| Cum | 446.25 | 446.25 | 17.5 | False | None | None | False | None | False | 7809.375 | 0 | | 3287465 | 114228 | None | SR 2023-24 Item No : 16.9 , Page No : 191 Vol 5 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. ( SR 2023-24 / Item No : 16.9 , Page No : 191 Vol 5)
| Each | 5726.7 | 5726.7 | 6.0 | False | None | None | False | None | False | 34360.2 | 0 | | 3287466 | 114228 | None | PWD SR 2023-24 Ballari Circle Item No.7.3 Page No. | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (PWD SR 2023-24 Ballari Circle Item No.7.3 Page No.85 Vol 5)
| Each | 2247.0 | 2247.0 | 6.0 | False | None | None | False | None | False | 13482.0 | 0 | | 3287467 | 114228 | None | SR 2023-24 Item No : 10.2.2 , Page No : 114 Vol | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 110mm dia. ( SR 2023-24 / Item No : 10.2.2 , Page No : 114 Vol 5)
| m | 302.4 | 302.4 | 300.0 | False | None | None | False | None | False | 90720.0 | 0 | | 3287468 | 114228 | None | SR 2023-24 , Item No : 1.9 , Page No : 34 , Vol 1 | 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. ( SR 2023-24 , Item No : 1.9 , Page No : 34 , Vol 1 )
| Cum | 279.3 | 279.3 | 16.2 | False | None | None | False | None | False | 4524.66 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | BOREWELL | 287400.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287469 | 114229 | None | SR (Vol-5) Sl No.12.4 P.No.140 |
Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geologicalformation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including 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 instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and rojection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test.(Commom 2023-2024 PWD SR (Vol-5) Sl No.12.4 P.No.140)
| Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3287470 | 114229 | None | SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 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 minimumworking of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete (Commom 2023-2024 PWD SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139)
0.00 to 50.00 Mtrs
| Rmtr | 388.5 | 388.5 | 45.0 | False | None | None | False | None | False | 17482.5 | 0 | | 3287471 | 114229 | None | SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 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 minimumworking of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete (Commom 2023-2024 PWD SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139)50.00 to 100.00 Mtrs
| Rmtr | 487.2 | 487.2 | 45.0 | False | None | None | False | None | False | 21924.0 | 0 | | 3287472 | 114229 | None | SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 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 minimumworking of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete (Commom 2023-2024 PWD SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139) 150.00 to 200.00 Mtrs
| Rmtr | 600.6 | 600.6 | 45.0 | False | None | None | False | None | False | 27027.0 | 0 | | 3287473 | 114229 | None | SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139) | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 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 minimumworking of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete (Commom 2023-2024 PWD SR (Vol-5) Sl No.12.1.1 TO 12.1.4 P.No.139) 100.00 to 150.00 Mtrs
| Rmtr | 517.65 | 517.65 | 45.0 | False | None | None | False | None | False | 23294.25 | 0 | | 3287474 | 114229 | None | SR (Vol-5) Sl No.12.33 P.No.143 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments (Commom 2023-2024 PWD SR (Vol-5) Sl No.12.33 P.No.143)
| Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 3287475 | 114229 | None | SR (Vol-5) Sl No.10.1.10 P.No.113 | 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 200mm dia., 6 kg/sqcm & class 3 (Commom 2023-2024 PWD SR (Vol-5) Sl No.10.1.10 P.No.113)
| Rmtr | 1170.75 | 1170.75 | 50.0 | False | None | None | False | None | False | 58537.5 | 0 | | 3287476 | 114229 | None | SR Vol-5 Sl No.12.34 P.No.143 | Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (Commom 2023-2024 PWD SR (Vol-5) Sl No.12.34 P.No.143)
| Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3287477 | 114229 | None | SR (Vol-5) Sl No.13.11.3 P.No.151 | 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 3 HP etc. complete 3.00 HP - 135 LPM @ 56 m = 8 STG Outlet Dia - 2.00 6 to 15 HP pumps (Commom 2023-2024 PWD SR (Vol-5) Sl No.13.11.3 P.No.151)
| Each | 27205.5 | 27205.5 | 1.0 | False | None | None | False | None | False | 27205.5 | 0 | | 3287478 | 114229 | None | SR (Vol-5) Sl No.13.23.3 P.No.155 | 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 type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter 6 to 15 HP pumps (Commom 2023-2024 PWD SR (Vol-5) Sl No.13.23.3 P.No.155)
| Each | 16695.0 | 16695.0 | 1.0 | False | None | None | False | None | False | 16695.0 | 0 | | 3287479 | 114229 | None | SR (Vol-5) Sl No.11.3.5 P.No.128 | 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) For Heavy Duty GI pipe: Heavy Duty GI pipe of 40mm dia (Commom 2023-2024 PWD SR (Vol-5) Sl No.11.3.5 P.No.128)
| Rmtr | 522.9 | 522.9 | 80.0 | False | None | None | False | None | False | 41832.0 | 0 | | 3287480 | 114229 | None | SR (Vol-5) Sl No.11.7.5 P.No.129 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:For 40 mm dia GI elbow (Commom 2023-2024 PWD SR (Vol-5) Sl No.11.7.5 P.No.129)
| Each | 216.3 | 216.3 | 3.0 | False | None | None | False | None | False | 648.9 | 0 | | 3287481 | 114229 | None | SR (Vol-5) Sl No.13.32 P.No.163 | Labour charges for Erection, Electrification and commissioning of Pumpsets, 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.(Commom 2023-2024 PWD SR (Vol-5) Sl No.13.32 P.No.163)
| Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3287482 | 114229 | None | SR (Vol-6) Sl No.2.6.4 P.No.7 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to 13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. (Commom 2023-2024 PWD SR (Vol-6) Sl No.2.6.4 P.No.7)
| Rmtr | 433.65 | 433.65 | 80.0 | False | None | None | False | None | False | 34692.0 | 0 | | 3287483 | 114229 | None | SR (Vol-5) Sl No.13.33 P.No.156 | Labour charges for erection of indoor type panel board and meter boardunits with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. (Commom 2023-2024 PWD SR (Vol-5) Sl No.13.33 P.No.156)
| Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3287484 | 114229 | None | SR (Vol-5) Sl No.13.39 P.No.157 | Earthing: Supplying and fixing and wiring earth electrode for groundingcircuits 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. (Commom 2023-2024 PWD SR (Vol-5) Sl No.13.39 P.No.157)
| Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | ELECTRICAL WORK | 1606243.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287485 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 2 Vol-6) | Supplying heavy gauge PVC conduit pipe . mm dia.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.
| m | 69.3 | 69.3 | 550.0 | False | None | None | False | None | False | 38115.0 | 0 | | 3287486 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 2 Vol-6) | Supplying and fixing PVC/metal conduit Deep junction box
25 mm deep Junction box
| Each | 53.55 | 53.55 | 165.0 | False | None | None | False | None | False | 8835.75 | 0 | | 3287487 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 2 Vol-6) | Supplying heavy gauge PVC conduit pipe . mm dia.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.
25 mm dia 2 mm thick
| m | 81.9 | 81.9 | 450.0 | False | None | None | False | None | False | 36855.0 | 0 | | 3287488 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 8 Vol-6) | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
4-5 Way
| Each | 185.85 | 185.85 | 20.0 | False | None | None | False | None | False | 3717.0 | 0 | | 3287489 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 8 Vol-6) | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
10-12 Module
| Each | 334.95 | 334.95 | 35.0 | False | None | None | False | None | False | 11723.25 | 0 | | 3287490 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 8 Vol-6) | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
18 Way
| Each | 425.25 | 425.25 | 8.0 | False | None | None | False | None | False | 3402.0 | 0 | | 3287491 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 8 Vol-6) | 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.
4 Module
| Each | 169.05 | 169.05 | 20.0 | False | None | None | False | None | False | 3381.0 | 0 | | 3287492 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 8 Vol-6) | 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.
10-12 Module
| Each | 361.2 | 361.2 | 35.0 | False | None | None | False | None | False | 12642.0 | 0 | | 3287493 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 8 Vol-6) | 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.
18MODULE | Each | 479.85 | 479.85 | 8.0 | False | None | None | False | None | False | 3838.8 | 0 | | 3287494 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 3 Vol-6) | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.
| m | 30.45 | 30.45 | 760.0 | False | None | None | False | None | False | 23142.0 | 0 | | 3287495 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 4 Vol-6) | Supplying And Fixing Metal Fan Box with Round Hook.
| Nos | 122.85 | 122.85 | 62.0 | False | None | None | False | None | False | 7616.7 | 0 | | 3287496 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | Point wiring Copper without switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing usingf 1100v Grade , COPPER conductor flexible multistrand FRLS PVC insulated., 2x1.5 Sqm. Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC round block. Complete for each outlet(5/2.3) Group
Short point upto 3m from tapping point to out let via switch box
| Point | 282.45 | 282.45 | 150.0 | False | None | None | False | None | False | 42367.5 | 0 | | 3287497 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | Point wiring Copper without switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing usingf 1100v Grade , COPPER conductor flexible multistrand FRLS PVC insulated., 2x1.5 Sqm. Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC round block. Complete for each outlet(5/2.3) Group
Medium point above 3m upto 6m from tapping point to out let via switch box
| Point | 397.95 | 397.95 | 120.0 | False | None | None | False | None | False | 47754.0 | 0 | | 3287498 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | Point wiring Copper without switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing usingf 1100v Grade , COPPER conductor flexible multistrand FRLS PVC insulated., 2x1.5 Sqm. Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC round block. Complete for each outlet(5/2.3) Group
long point above 6m upto 10m from tapping point to out let via switch box
| Point | 582.75 | 582.75 | 145.0 | False | None | None | False | None | False | 84498.75 | 0 | | 3287499 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | 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.
1.0 Sqmm
| m | 19.95 | 19.95 | 900.0 | False | None | None | False | None | False | 17955.0 | 0 | | 3287500 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | 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.
1.5 Sqmm
| m | 27.3 | 27.3 | 1800.0 | False | None | None | False | None | False | 49140.0 | 0 | | 3287501 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | 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
| m | 44.1 | 44.1 | 1500.0 | False | None | None | False | None | False | 66150.0 | 0 | | 3287502 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | 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.
4 mm2
| m | 66.15 | 66.15 | 1200.0 | False | None | None | False | None | False | 79380.0 | 0 | | 3287503 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 5 Vol-6) | 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.
6 Sqmm
| m | 96.6 | 96.6 | 550.0 | False | None | None | False | None | False | 53130.0 | 0 | | 3287504 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 9 Vol-6) | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A One Way Switch
| Each | 107.1 | 107.1 | 270.0 | False | None | None | False | None | False | 28917.0 | 0 | | 3287505 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 9 Vol-6) | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A Two Way Switch
| Each | 174.3 | 174.3 | 40.0 | False | None | None | False | None | False | 6972.0 | 0 | | 3287506 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 9 Vol-6) | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
Stepped Fan Regulator Two Module
| Each | 374.85 | 374.85 | 62.0 | False | None | None | False | None | False | 23240.7 | 0 | | 3287507 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 9 Vol-6) | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
32A DP Switch
| Each | 342.3 | 342.3 | 45.0 | False | None | None | False | None | False | 15403.5 | 0 | | 3287508 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 9 Vol-6) | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
TV/Telephone Socket
| Each | 163.8 | 163.8 | 10.0 | False | None | None | False | None | False | 1638.0 | 0 | | 3287509 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 9 Vol-6) | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
16A One Way Switch
| Each | 189.0 | 189.0 | 45.0 | False | None | None | False | None | False | 8505.0 | 0 | | 3287510 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 9 Vol-6) | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6/16A Universal Socket
| Each | 247.8 | 247.8 | 20.0 | False | None | None | False | None | False | 4956.0 | 0 | | 3287511 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 10 Vol-6) | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board
| Nos | 81.9 | 81.9 | 212.0 | False | None | None | False | None | False | 17362.8 | 0 | | 3287512 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 10 Vol-6) | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board
6A Pendant Holder
| Nos | 74.55 | 74.55 | 150.0 | False | None | None | False | None | False | 11182.5 | 0 | | 3287513 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 43 Vol-6) | 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
| Each | 724.5 | 724.5 | 50.0 | False | None | None | False | None | False | 36225.0 | 0 | | 3287514 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 44 Vol-6) | Supply of round/square recess/surface mounted rolling type LED Down light with .W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, 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
| Each | 929.25 | 929.25 | 40.0 | False | None | None | False | None | False | 37170.0 | 0 | | 3287515 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 44 Vol-6) | Supplying of recess mounting non integral type . LED w luminaire comprising of pressure decast extruded aluminium housing, with spring loaded false ceiling clA, Power LEDs with CCT 6500 degree K, CRI 70percent. Efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5 Percentof lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20percent, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.
| Each | 3294.9 | 3294.9 | 60.0 | False | None | None | False | None | False | 197694.0 | 0 | | 3287516 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 50 Vol-6) | Supplying of patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired with HF Electronic Ballast, Operating voltage range from 180V to 265V, 50Hz AC power supply excluding Tube
| Each | 357.0 | 357.0 | 50.0 | False | None | None | False | None | False | 17850.0 | 0 | | 3287517 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 30 Vol-6) | 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.
| Each | 3941.7 | 3941.7 | 62.0 | False | None | None | False | None | False | 244385.4 | 0 | | 3287518 | 114230 | None | PWD Ele SR 2 23-24, Page No- 30 Vol-6) | Supplying of 1440rpm heavy duty exhaust fan with bracketblades suitable to operate on 230V 50Hz, AC Supply complete.
| Each | 3117.45 | 3117.45 | 8.0 | False | None | None | False | None | False | 24939.6 | 0 | | 3287519 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 56 Vol-6) | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps.
| Each | 128.1 | 128.1 | 150.0 | False | None | None | False | None | False | 19215.0 | 0 | | 3287520 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 57 Vol-6) | Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired.
| Each | 330.75 | 330.75 | 62.0 | False | None | None | False | None | False | 20506.5 | 0 | | 3287521 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 57 Vol-6) | Fixing one exhaust fan after making a suitable notch in thewall and finishing with cement mortar and colouring to matchthe existing wall or brackets, with bolts and nuts and a 5 A,ceiling rose with sufficient length of 23 / 0.0076 inch PVCinsulated twin core wire of approved make with wire meshand wooden frame | Each | 742.35 | 742.35 | 8.0 | False | None | None | False | None | False | 5938.8 | 0 | | 3287522 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 18 Vol-6) | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.
| Each | 5187.0 | 5187.0 | 4.0 | False | None | None | False | None | False | 20748.0 | 0 | | 3287523 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 17 Vol-6) | Supplying and 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 | 435.75 | 435.75 | 48.0 | False | None | None | False | None | False | 20916.0 | 0 | | 3287524 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 17 Vol-6) | Supplying and 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 DP
| Each | 775.95 | 775.95 | 12.0 | False | None | None | False | None | False | 9311.4 | 0 | | 3287525 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 17 Vol-6) | Supplying and 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 TPN
| Each | 3242.4 | 3242.4 | 4.0 | False | None | None | False | None | False | 12969.6 | 0 | | 3287526 | 114230 | None | PWD Ele SR 2 23-24, (Page No- 17 Vol-6) | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.
| Each | 9027.9 | 9027.9 | 1.0 | False | None | None | False | None | False | 9027.9 | 0 | | 3287527 | 114230 | None | ELE SR 2023-24, (Page No- 20 PWD Ele SR Part-2 ,) | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete.
| Sq CM | 0.53 | 0.53 | 121000.0 | False | None | None | False | None | False | 64130.0 | 0 | | 3287528 | 114230 | None | ELE SR 2023-24, (Page No- 20 PWD Ele SR 2 ,) Vol | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.
50 x 50 x 6 mm
| m | 414.75 | 414.75 | 10.0 | False | None | None | False | None | False | 4147.5 | 0 | | 3287529 | 114230 | None | ELE SR 2023-24,, (Page No- 20, Pwd Part-I ,) | Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.
100 A 4 x 30 x 6 mm Aluminium Strips
| m | 2588.25 | 2588.25 | 4.0 | False | None | None | False | None | False | 10353.0 | 0 | | 3287530 | 114230 | None | ELE SR 2023-24,, (Page No- 20, Pwd Part-I ,) | Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.
Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.
Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.
| m | 3606.75 | 3606.75 | 2.0 | False | None | None | False | None | False | 7213.5 | 0 | | 3287531 | 114230 | None | ELE SR 2023-24, (Page No- 19, Pwd Vol_6 ,) | Supplying of multi function digital meter with three line back light LC type display for voltage, Current, frequency,Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy.
| Each | 9780.75 | 9780.75 | 1.0 | False | None | None | False | None | False | 9780.75 | 0 | | 3287532 | 114230 | None | ELE SR 2023-24, (Page No- 19, Pwd Vol_6 ,) | Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired
| Each | 4609.5 | 4609.5 | 1.0 | False | None | None | False | None | False | 4609.5 | 0 | | 3287533 | 114230 | None | ELE SR 2023-24, (Page No- 15, Pwd Vol_6 ,) | Supplying of on load change over switches 4 poles, AC- 23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution)
| Each | 8960.7 | 8960.7 | 1.0 | False | None | None | False | None | False | 8960.7 | 0 | | 3287534 | 114230 | None | ELE SR 2023-24, (Page No- 19, Pwd Vol-6 ,) | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound
| Each | 590.1 | 590.1 | 1.0 | False | None | None | False | None | False | 590.1 | 0 | | 3287535 | 114230 | None | PWD SR 2-23-24, (Page No- 13, Vol-1 ,) | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work
| Mtr | 508.2 | 508.2 | 80.0 | False | None | None | False | None | False | 40656.0 | 0 | | 3287536 | 114230 | None | PWD Ele SR 2-23-24, (Page No- 13, Vol-6 ,) | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound
| Km | 146526.45 | 146526.45 | 0.08 | False | None | None | False | None | False | 11722.116 | 0 | | 3287537 | 114230 | None | ELE SR 2023-24, (Page No- 52, ESCOMs SR 2023-24 , | Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.
| Km | 21930.3 | 21930.3 | 0.08 | False | None | None | False | None | False | 1754.424 | 0 | | 3287538 | 114230 | None | PWD Ele SR 2-23-24, (Page No- 14, Vol-6 ,) | Supplying & fixing of Porcelain fuse channel with cut out onexisting wooden/panel using necessary nuts, bolts andwashers.
| Each | 725.55 | 725.55 | 6.0 | False | None | None | False | None | False | 4353.3 | 0 | | 3287539 | 114230 | None | ELE SR 2022-23, (Page No- 17, BESCOM III ,) | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg
| Nos | 780.15 | 780.15 | 5.0 | False | None | None | False | None | False | 3900.75 | 0 | | 3287540 | 114230 | None | ELE SR 2022-23, (Page No- 17, BESCOM III ,) | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each
| Nos | 709.8 | 709.8 | 10.0 | False | None | None | False | None | False | 7098.0 | 0 | | 3287541 | 114230 | None | ELE SR 2022-23, (Page No- 17, BESCOM III ,) | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
| Bag | 325.5 | 325.5 | 10.0 | False | None | None | False | None | False | 3255.0 | 0 | | 3287542 | 114230 | None | gescom deposit | Gescom Deposit
| Lump Sum for Each | 35000.0 | 35000.0 | 1.0 | False | None | None | False | None | False | 35000.0 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | Ground floor | 9792518.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287543 | 114231 | None | SR 2023-24 Item No : 1.14.1 , Page No : 8 Vol 1 | 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 1.5m 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 | 107.1 | 107.1 | 449.6 | False | None | None | False | None | False | 48152.16 | 0 | | 3287544 | 114231 | None | SR 2023-24 Item No : 2.1.3 , Page No :15 Vol 1 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)
| Cum | 6288.45 | 6288.45 | 57.45 | False | None | None | False | None | False | 361271.4525 | 0 | | 3287545 | 114231 | None | SR 2023-24,Vol-2, SL.No. 5.3, p. No.9 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (SR 2023-24,Vol-2, SL.No. 5.3, p. No.9)
| Cum | 6515.25 | 6515.25 | 72.32 | False | None | None | False | None | False | 471182.88 | 0 | | 3287546 | 114231 | None | SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9)
| Cum | 6708.45 | 6708.45 | 69.56 | False | None | None | False | None | False | 466639.782 | 0 | | 3287547 | 114231 | None | SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41 | 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. (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. (SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41) )
| Sqm | 371.7 | 371.7 | 101.7 | False | None | None | False | None | False | 37801.89 | 0 | | 3287548 | 114231 | None | SR 2023-24 ,Item No : 2.4.3 ,Page No:16 Vol 1 | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )
| Cum | 6652.8 | 6652.8 | 60.81 | False | None | None | False | None | False | 404556.768 | 0 | | 3287549 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 8 percent
| Cum | 532.22 | 532.22 | 60.8 | False | None | None | False | None | False | 32358.976 | 0 | | 3287550 | 114231 | None | SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )
| Cum | 6652.8 | 6652.8 | 12.21 | False | None | None | False | None | False | 81230.688 | 0 | | 3287551 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 70 percent
| Cum | 4656.96 | 4656.96 | 12.2 | False | None | None | False | None | False | 56814.912 | 0 | | 3287552 | 114231 | None | SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )
| Cum | 6652.8 | 6652.8 | 11.25 | False | None | None | False | None | False | 74844.0 | 0 | | 3287553 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3326.4 | 3326.4 | 11.24 | False | None | None | False | None | False | 37388.736 | 0 | | 3287554 | 114231 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7185.15 | 7185.15 | 14.79 | False | None | None | False | None | False | 106268.3685 | 0 | | 3287555 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 5029.61 | 5029.61 | 14.78 | False | None | None | False | None | False | 74337.6358 | 0 | | 3287556 | 114231 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7185.15 | 7185.15 | 4.41 | False | None | None | False | None | False | 31686.5115 | 0 | | 3287557 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 4311.09 | 4311.09 | 4.4 | False | None | None | False | None | False | 18968.796 | 0 | | 3287558 | 114231 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7185.15 | 7185.15 | 20.8 | False | None | None | False | None | False | 149451.12 | 0 | | 3287559 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 4311.09 | 4311.09 | 20.87 | False | None | None | False | None | False | 89972.4483 | 0 | | 3287560 | 114231 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7185.15 | 7185.15 | 53.06 | False | None | None | False | None | False | 381244.059 | 0 | | 3287561 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3592.58 | 3592.58 | 53.08 | False | None | None | False | None | False | 190694.1464 | 0 | | 3287562 | 114231 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7185.15 | 7185.15 | 4.32 | False | None | None | False | None | False | 31039.848 | 0 | | 3287563 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3233.32 | 3233.32 | 4.32 | False | None | None | False | None | False | 13967.9424 | 0 | | 3287564 | 114231 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7185.15 | 7185.15 | 5.14 | False | None | None | False | None | False | 36931.671 | 0 | | 3287565 | 114231 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3592.58 | 3592.58 | 5.09 | False | None | None | False | None | False | 18286.2322 | 0 | | 3287566 | 114231 | None | SR 2023-24 , Item No : 2.1.4 , Page No : 15 , Vol | 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 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 ( SR 2023-24 , Item No : 2.1.4 , Page No : 15 , Vol 1 )
| Cum | 6527.85 | 6527.85 | 2.75 | False | None | None | False | None | False | 17951.5875 | 0 | | 3287567 | 114231 | None | SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol | 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 ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 )
| t | 93929.85 | 93929.85 | 23.26 | False | None | None | False | None | False | 2184808.311 | 0 | | 3287568 | 114231 | None | SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34 | 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. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34)
| Cum | 279.3 | 279.3 | 202.25 | False | None | None | False | None | False | 56488.425 | 0 | | 3287569 | 114231 | None | SR 2023-24, Vol-1, SI.No.1.8, P.No -33 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No -33)
| Cum | 497.7 | 497.7 | 318.73 | False | None | None | False | None | False | 158631.921 | 0 | | 3287570 | 114231 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 1 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)
| Cum | 6288.45 | 6288.45 | 30.94 | False | None | None | False | None | False | 194564.643 | 0 | | 3287571 | 114231 | None | SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13)
| Cum | 8376.9 | 8376.9 | 102.3 | False | None | None | False | None | False | 856956.87 | 0 | | 3287572 | 114231 | None | SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14)
| Sqm | 1024.8 | 1024.8 | 24.84 | False | None | None | False | None | False | 25456.032 | 0 | | 3287573 | 114231 | None | SR 2023-24 Item No.12.13.2, Page No 100 | Providing Red Salwood 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 Item No.12.13.2, Page No.100 Vol 2)
| Cum | 104580.0 | 104580.0 | 0.29 | False | None | None | False | None | False | 30328.2 | 0 | | 3287574 | 114231 | None | SR 2023-24 Item No.12.57.1., Page NO 105 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 30 mm thick Both side teak (PWD SR 2023-24 Item No.12.57.1., Page No.105 vol 2)
| Sqm | 4245.15 | 4245.15 | 10.98 | False | None | None | False | None | False | 46611.747 | 0 | | 3287575 | 114231 | None | SR 2023-24 Item No.12.93.1., Page No 111 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (PWD SR 2023-24 Item No.12.93.1., Page No.111 Vol 2)
| m | 737.1 | 737.1 | 22.8 | False | None | None | False | None | False | 16805.88 | 0 | | 3287576 | 114231 | None | SR 2023-24 Item No.12.94.1., Page no | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (PWD SR 2023-24 Item No.12.94.1., Page No.112 Vol 2)
| Sqm | 3659.25 | 3659.25 | 6.3 | False | None | None | False | None | False | 23053.275 | 0 | | 3287577 | 114231 | None | SR 2023-24 Item No.12.90, Page No.1 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC Matching to
RAL9016) sections and with minimum TiO2Titanium Dioxide at 6PHR with TPEThermo Plastic Elastomer and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made PWD SR 2023-24 Item No.12.90, Page No.110 Vol 2 | Sqm | 7070.7 | 7070.7 | 27.0 | False | None | None | False | None | False | 190908.9 | 0 | | 3287578 | 114231 | None | SR 2023-24 Item No.12.85, Page No. | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made PWD SR 2023-24 Item No.12.85, Page No.109 Vol 2
| Sqm | 6004.95 | 6004.95 | 16.74 | False | None | None | False | None | False | 100522.863 | 0 | | 3287579 | 114231 | None | SR 2023-24 Item No.11.34B, Page No | 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 frames with rawl plugs screws etc. (PWD SR 2023-24 Item No.11.34B, Page No.85 Vol 2)
| Kg | 192.15 | 192.15 | 675.0 | False | None | None | False | None | False | 129701.25 | 0 | | 3287580 | 114231 | None | SR 2023-24 Ballari Circle Item No.8.6.1, Page No.4 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin- charge. (PWD SR 2023-24 Ballari Circle Item No.8.6.1, Page No.42 Vol 2)
| Sqm | 339.15 | 339.15 | 826.13 | False | None | None | False | None | False | 280181.9895 | 0 | | 3287581 | 114231 | None | SR 2023-24 Item No.8.9, Page No.42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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 Item No.8.9, Page No.42 Vol 2)
| Sqm | 404.25 | 404.25 | 339.84 | False | None | None | False | None | False | 137380.32 | 0 | | 3287582 | 114231 | None | SR 2023-24 Item No. 9.24, Page No.63 Vol 2 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (PWD SR 2023-24 Item No. 9.24, Page No.63 Vol 2)
| Sqm | 2994.6 | 2994.6 | 426.97 | False | None | None | False | None | False | 1278604.362 | 0 | | 3287583 | 114231 | None | SR 2023-24 Item No.9.38, Page No.65 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications (PWD SR 2023-24 Item No.9.38, Page No.65 Vol 2)
| Sqm | 1461.6 | 1461.6 | 15.67 | False | None | None | False | None | False | 22903.272 | 0 | | 3287584 | 114231 | None | SR 2023-24 Item No.9.11, Page No.60 Vol 2 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (PWD SR 2023-24 Item No.9.11, Page No.60 Vol 2)
| Sqm | 933.45 | 933.45 | 23.44 | False | None | None | False | None | False | 21880.068 | 0 | | 3287585 | 114231 | None | SR2023-24 Item No.10.14, Page No. | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR 2023-24 Item No.10.14, Page No.71 Vol 2)
| Sqm | 1161.3 | 1161.3 | 28.98 | False | None | None | False | None | False | 33654.474 | 0 | | 3287586 | 114231 | None | SR 2023-24 Item No.8.51, Page No.50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (SR 2023-24 Item No.8.51, Page No.50 Vol 2)
| Sqm | 105.0 | 105.0 | 826.14 | False | None | None | False | None | False | 86744.7 | 0 | | 3287587 | 114231 | None | SR 2023-24 Item No.8.54.2, Page No. | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (SR 2023-24 Item No.8.54.2, Page No.50 Vol 2)
| Sqm | 115.5 | 115.5 | 826.14 | False | None | None | False | None | False | 95419.17 | 0 | | 3287588 | 114231 | None | SR 2023-24 Item No.8.27, Page No.45 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (SR 2023-24 Item No.8.27, Page No.45 Vol 2)
| Sqm | 55.65 | 55.65 | 1165.96 | False | None | None | False | None | False | 64885.674 | 0 | | 3287589 | 114231 | None | SR 2023-24 Item No.8.28, Page No.45 | 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. (SR 2023-24 Item No.8.28, Page No.45 Vol 2)
| Sqm | 93.45 | 93.45 | 339.82 | False | None | None | False | None | False | 31756.179 | 0 | | 3287590 | 114231 | None | SR 2023-24 Item No.8.41, Page No.4 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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) | Sqm | 175.35 | 175.35 | 27.0 | False | None | None | False | None | False | 4734.45 | 0 | | 3287591 | 114231 | None | SR 2023-24, SL No 8.34.1, VOL-2, P.No .47 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (COMMON SR 2023-24, SL No 8.34.1, VOL-2, P.No .47)
| Sqm | 55.65 | 55.65 | 17.28 | False | None | None | False | None | False | 961.632 | 0 | | 3287592 | 114231 | None | SR 2023-24 Item No.11.28, Page No.85 vol 2 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 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 Item No.11.28, Page No.85 vol 2)
| Kg | 593.25 | 593.25 | 756.0 | False | None | None | False | None | False | 448497.0 | 0 | | 3287593 | 114231 | None | SR 2023-24 Item No.18.5, Page No.183 Vol 2 | Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi -rigid, inorganic, non-combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 g/m2,made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete.PWD SR 2023-24 Item No.18.5, Page No.183 Vol 2
| Sqm | 2035.95 | 2035.95 | 9.0 | False | None | None | False | None | False | 18323.55 | 0 | | 3287594 | 114231 | None | SR 2023-24 Item No.18.6, Page No.184 Vol 2 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.PWD SR 2023-24 Item No.18.6, Page No.184 Vol 2
| Sqm | 2079.0 | 2079.0 | 9.0 | False | None | None | False | None | False | 18711.0 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | FIRST FLOOR | 6393478.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287595 | 114232 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7257.0 | 7257.0 | 16.96 | False | None | None | False | None | False | 123078.72 | 0 | | 3287596 | 114232 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 70 PERCENT
| Cum | 5079.9 | 5079.9 | 16.96 | False | None | None | False | None | False | 86155.104 | 0 | | 3287597 | 114232 | None | 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7257.0 | 7257.0 | 4.87 | False | None | None | False | None | False | 35341.59 | 0 | | 3287598 | 114232 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 60 PERCENT
| Cum | 5079.9 | 5079.9 | 4.86 | False | None | None | False | None | False | 24688.314 | 0 | | 3287599 | 114232 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7257.0 | 7257.0 | 23.44 | False | None | None | False | None | False | 170104.08 | 0 | | 3287600 | 114232 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 60 PERCENT
| Cum | 4354.2 | 4354.2 | 23.44 | False | None | None | False | None | False | 102062.448 | 0 | | 3287601 | 114232 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7257.0 | 7257.0 | 59.06 | False | None | None | False | None | False | 428598.42 | 0 | | 3287602 | 114232 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 50 PERCENT
| Cum | 3628.5 | 3628.5 | 59.07 | False | None | None | False | None | False | 214335.495 | 0 | | 3287603 | 114232 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7257.0 | 7257.0 | 4.36 | False | None | None | False | None | False | 31640.52 | 0 | | 3287604 | 114232 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3265.65 | 3265.65 | 4.37 | False | None | None | False | None | False | 14270.8905 | 0 | | 3287605 | 114232 | None | SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol | 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )
| Cum | 7257.0 | 7257.0 | 3.08 | False | None | None | False | None | False | 22351.56 | 0 | | 3287606 | 114232 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 50 PERCENT
| Cum | 3628.5 | 3628.5 | 5.09 | False | None | None | False | None | False | 18469.065 | 0 | | 3287607 | 114232 | None | SR 2023-24 , Item No : 2.1.4 , Page No : 15 , Vol | 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 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 ( SR 2023-24 , Item No : 2.1.4 , Page No : 15 , Vol 1 )
| Cum | 6593.13 | 6593.13 | 3.1 | False | None | None | False | None | False | 20438.703 | 0 | | 3287608 | 114232 | None | SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol | 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 ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 )
| t | 94869.15 | 94869.15 | 18.98 | False | None | None | False | None | False | 1800616.467 | 0 | | 3287609 | 114232 | None | SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 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. (COMMON Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13)
| Cum | 8460.67 | 8460.67 | 86.7 | False | None | None | False | None | False | 733540.089 | 0 | | 3287610 | 114232 | None | SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14) | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14)
| Sqm | 1035.05 | 1035.05 | 91.17 | False | None | None | False | None | False | 94365.5085 | 0 | | 3287611 | 114232 | None | SR 2023-24 Item No.12.13.2, Page No | Providing Red Salwood 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 Item No.12.13.2, Page No.100 Vol 2)
| Cum | 105625.8 | 105625.8 | 0.39 | False | None | None | False | None | False | 41194.062 | 0 | | 3287612 | 114232 | None | SR 2023-24 Item No.12.57.1., Page N | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 30 mm thick Both side teak (PWD SR 2023-24 Item No.12.57.1., Page No.105 vol 2)
| Sqm | 4287.6 | 4287.6 | 3.48 | False | None | None | False | None | False | 14920.848 | 0 | | 3287613 | 114232 | None | SR 2023-24 Item No.12.93.1., Page N | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (PWD SR 2023-24 Item No.12.93.1., Page No.111 Vol 2)
| m | 744.47 | 744.47 | 11.4 | False | None | None | False | None | False | 8486.958 | 0 | | 3287614 | 114232 | None | SR 2023-24 Item No.12.94.1., Page | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (PWD SR 2023-24 Item No.12.94.1., Page No.112 Vol 2)
| Sqm | 3695.84 | 3695.84 | 3.15 | False | None | None | False | None | False | 11641.896 | 0 | | 3287615 | 114232 | None | SR 2023-24 Item No.12.90, Page No.1 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR 2023-24 Item No.12.90, Page No.110 Vol 2)
| Sqm | 7141.41 | 7141.41 | 25.2 | False | None | None | False | None | False | 179963.532 | 0 | | 3287616 | 114232 | None | SR 2023-24 Item No.11.34B, Page No. | 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 frames with rawl plugs screws etc. (PWD SR 2023-24 Item No.11.34B, Page No.85 Vol 2)
| Kg | 194.07 | 194.07 | 630.0 | False | None | None | False | None | False | 122264.1 | 0 | | 3287617 | 114232 | None | SR 2023-24 Item No.12.85, Page No.1 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD SR 2023-24 Item No.12.85, Page No.109 Vol 2)
| Sqm | 6065.0 | 6065.0 | 13.68 | False | None | None | False | None | False | 82969.2 | 0 | | 3287618 | 114232 | None | SR 2023-24 Item No.8.6.1, Page No.4 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 Engineerin- charge. (PWD SR 2023-24 Item No.8.6.1, Page No.42 Vol 2)
| Sqm | 342.54 | 342.54 | 394.87 | False | None | None | False | None | False | 135258.7698 | 0 | | 3287619 | 114232 | None | SR 2023-24 Item No.8.9, Page No.42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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 Item No.8.9, Page No.42 Vol 2)
| Sqm | 408.29 | 408.29 | 471.93 | False | None | None | False | None | False | 192684.2997 | 0 | | 3287620 | 114232 | None | SR 2023-24 Item No. 9.24, Page No.63 Vol 2 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (PWD SR 2023-24 Item No. 9.24, Page No.63 Vol 2)
| Sqm | 3024.55 | 3024.55 | 257.75 | False | None | None | False | None | False | 779577.7625 | 0 | | 3287621 | 114232 | None | SR 2023-24 Item No.9.38, Page No.65 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications (PWD SR 2023-24 Item No.9.38, Page No.65 Vol 2)
| Sqm | 1476.22 | 1476.22 | 3.26 | False | None | None | False | None | False | 4812.4772 | 0 | | 3287622 | 114232 | None | SR 2023-24 Item No.9.11, Page No.60 Vol 2 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (PWD SR 2023-24 Item No.9.11, Page No.60 Vol 2)
| Sqm | 942.78 | 942.78 | 6.2 | False | None | None | False | None | False | 5845.236 | 0 | | 3287623 | 114232 | None | SR 2023-24 Item No.10.14, Page No.7 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR 2023-24 Item No.10.14, Page No.71 Vol 2)
| Sqm | 1172.91 | 1172.91 | 26.92 | False | None | None | False | None | False | 31574.7372 | 0 | | 3287624 | 114232 | None | SR 2023-24 Item No.8.51, Page No.50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (SR 2023-24 Item No.8.51, Page No.50 Vol 2)
| Sqm | 106.05 | 106.05 | 750.95 | False | None | None | False | None | False | 79638.2475 | 0 | | 3287625 | 114232 | None | SR 2023-24 Item No.8.54.2, Page No. | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (SR 2023-24 Item No.8.54.2, Page No.50 Vol 2)
| Sqm | 116.66 | 116.66 | 750.95 | False | None | None | False | None | False | 87605.827 | 0 | | 3287626 | 114232 | None | SR 2023-24 Item No.8.27, Page No.45 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (SR 2023-24 Item No.8.27, Page No.45 Vol 2)
| Sqm | 56.21 | 56.21 | 1222.89 | False | None | None | False | None | False | 68738.6469 | 0 | | 3287627 | 114232 | None | SR 2023-24 Item No.8.28, Page No.45 | 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. (SR 2023-24 Item No.8.28, Page No.45 Vol 2)
| Sqm | 94.38 | 94.38 | 471.94 | False | None | None | False | None | False | 44541.6972 | 0 | | 3287628 | 114232 | None | SR 2023-24 Item No.8.41, Page No.48 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 Item No.8.41, Page No.48 vol 2)
| Sqm | 177.1 | 177.1 | 25.2 | False | None | None | False | None | False | 4462.92 | 0 | | 3287629 | 114232 | None | SR 2023-24, SL No 8.34.1, VOL-2, P.No .47 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (COMMON SR 2023-24, SL No 8.34.1, VOL-2, P.No .47)
| Sqm | 56.21 | 56.21 | 12.24 | False | None | None | False | None | False | 688.0104 | 0 | | 3287630 | 114232 | None | SR 2023-24 Item No.11.28, Page No.85 vol 2 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 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 Item No.11.28, Page No.85 vol 2)
| Kg | 599.18 | 599.18 | 360.0 | False | None | None | False | None | False | 215704.8 | 0 | | 3287631 | 114232 | None | SR 2023-24, Vol-2, Page No. 149. SL.No. 15.1) | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (COMMON SR 2023-24, Vol-2, Page No. 149. SL.No. 15.1)
| Sqm | 745.0 | 745.0 | 393.72 | False | None | None | False | None | False | 293321.4 | 0 | | 3287632 | 114232 | None | SR 2023-24 Item No.18.5, Page No.183 Vol 2 | Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi rigid, inorganic, non combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 g/m2,made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete.(PWD SR 2023-24 Item No.18.5, Page No.183 Vol 2)
| Sqm | 2056.31 | 2056.31 | 9.0 | False | None | None | False | None | False | 18506.79 | 0 | | 3287633 | 114232 | None | SR 2023-24 Item No.18.6, Page No.184 Vol 2) | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.(PWD SR 2023-24 Item No.18.6, Page No.184 Vol 2)
| Sqm | 2099.79 | 2099.79 | 9.0 | False | None | None | False | None | False | 18898.11 | 0 | | 3287634 | 114232 | None | SR 2023-24, Item No2.5.1Page No15 Vol1 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and all other appurtenances required to complete the work as per technical
specifications. | Cum | 7031.12 | 7031.12 | 2.52 | False | None | None | False | None | False | 17718.4224 | 0 | | 3287635 | 114232 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 70 PERCENT
| Cum | 4921.78 | 4921.78 | 2.52 | False | None | None | False | None | False | 12402.8856 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | Desiel Genarator Set | 534835.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287636 | 114233 | None | PWD Ele SR 2-23-24 PgNo- 42, V6 IM No 10.1.4 | Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. | Each | 457067.0 | 457067.0 | 1.0 | False | None | None | False | None | False | 457067.0 | 0 | | 3287637 | 114233 | None | PWD Ele SR 2-23-24 Pg no.- 42, V6 10.2.3 | Supply, Erection, testing and commissioning of AMF panel suitable for .kVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .A 4 pole contactor for alternator with thermal O/L relay,. A 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer, 3 impulse automatic engine start/stop logic, Mains/generator voltage, .capacity bypass switch and frequency sensing, PCC 1301controller with water temperature/Lube oil pressure/ engine speed, Voltage/ampere/Frequency/ kVA, Running-hour count, No of starts, Fault indication, over / under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMF module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. The complete set shall have sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD specifications, PCB norms and KSGEI Acts and Rules. | Each | 77768.0 | 77768.0 | 1.0 | False | None | None | False | None | False | 77768.0 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | Sump | 525494.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287638 | 114234 | None | SR 2023-24 Item No : 1.15.3 , Page No : 9 Vol 1 | 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 Depth exceeding 1.5 m, but not exceeding 3 m, but not exceeding 4.5m ( SR 2023-24 / Item No : 1.15.3 , Page No : 9 Vol 1 )
| Cum | 446.25 | 446.25 | 110.84 | False | None | None | False | None | False | 49462.35 | 0 | | 3287639 | 114234 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 1 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)
| Cum | 6288.45 | 6288.45 | 3.69 | False | None | None | False | None | False | 23204.3805 | 0 | | 3287640 | 114234 | None | SR 2023-24 Item No : 2.4.3 , Page No : 16 , Vol1 | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )
| Cum | 6652.8 | 6652.8 | 6.67 | False | None | None | False | None | False | 44374.176 | 0 | | 3287641 | 114234 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3326.4 | 3326.4 | 6.67 | False | None | None | False | None | False | 22187.088 | 0 | | 3287642 | 114234 | None | SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol1 | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )
| Cum | 6652.8 | 6652.8 | 6.67 | False | None | None | False | None | False | 44374.176 | 0 | | 3287643 | 114234 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3326.4 | 3326.4 | 6.67 | False | None | None | False | None | False | 22187.088 | 0 | | 3287644 | 114234 | None | SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol1 | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )
| Cum | 6652.8 | 6652.8 | 5.91 | False | None | None | False | None | False | 39318.048 | 0 | | 3287645 | 114234 | None | SR 2023-24 Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 665.28 | 665.28 | 6.13 | False | None | None | False | None | False | 4078.1664 | 0 | | 3287646 | 114234 | None | SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol1 | 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 ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 )
| t | 93929.85 | 93929.85 | 2.14 | False | None | None | False | None | False | 201009.879 | 0 | | 3287647 | 114234 | None | SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34 | 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. ( SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34)
| Cum | 279.3 | 279.3 | 8.18 | False | None | None | False | None | False | 2284.674 | 0 | | 3287648 | 114234 | None | SR 2023-24, Item no.6.32, Page No.17 Vol 2 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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. (SR 2023-24, Item no.6.32, Page No.17 Vol 2)
| Cum | 1375.5 | 1375.5 | 8.18 | False | None | None | False | None | False | 11251.59 | 0 | | 3287649 | 114234 | None | SR 2023-24 Item No.8.9, Page No.42 Vol 2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. (SR 2023-24 Item No.8.9, Page No.42 Vol 2)
| Sqm | 404.25 | 404.25 | 107.56 | False | None | None | False | None | False | 43481.13 | 0 | | 3287650 | 114234 | None | SR 2023-24 Item No.7.3 Page No.85 Vol 5 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (SR 2023-24 Item No.7.3 Page No.85 Vol 5)
| Each | 2247.0 | 2247.0 | 2.0 | False | None | None | False | None | False | 4494.0 | 0 | | 3287651 | 114234 | None | SR 2023-24 Item No.7.1 Page No.85 Vol 5 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm ( SR 2023-24 Item No.7.1 Page No.85 Vol 5)
| Mtr | 4595.85 | 4595.85 | 3.0 | False | None | None | False | None | False | 13787.55 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | Elivation | 454887.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287652 | 114235 | None | SR 2023-24 Item No : 8.29 , Page No : 45 Vol 2 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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. ( SR 2023-24 / Item No : 8.29 , Page No : 45 Vol 2)
| Sqm | 297.15 | 297.15 | 108.0 | False | None | None | False | None | False | 32092.2 | 0 | | 3287653 | 114235 | None | SR 2023-24 Item No : 10.15.1, Page No : 71 Vol 2 | Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/ beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete For Straight Portion ( SR 2023-24 / Item No : 10.15.1, Page No : 71 Vol 2)
| Sqm | 4188.45 | 4188.45 | 10.0 | False | None | None | False | None | False | 41884.5 | 0 | | 3287654 | 114235 | None | PWD SR 2023-24 Item No.10.18, Page No.71 Vol 2 | Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. (PWD SR 2023-24 Item No.10.18, Page No.71 Vol 2)
| Sqm | 3526.95 | 3526.95 | 108.0 | False | None | None | False | None | False | 380910.6 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | Soak pit | 104162.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287655 | 114236 | None | SR 2023-24 Item No : 1.15.2 , Page No : 9 Vol 1 | 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 Depth exceeding 1.5 m, but not exceeding 3 m
( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1)
| Cum | 446.25 | 446.25 | 15.55 | False | None | None | False | None | False | 6939.1875 | 0 | | 3287656 | 114236 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 1 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)
| Cum | 6288.45 | 6288.45 | 0.71 | False | None | None | False | None | False | 4464.7995 | 0 | | 3287657 | 114236 | None | SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
(SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9)
| Cum | 6652.8 | 6652.8 | 3.87 | False | None | None | False | None | False | 25746.336 | 0 | | 3287658 | 114236 | None | SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 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.
(SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13).
| Cum | 8376.9 | 8376.9 | 4.74 | False | None | None | False | None | False | 39706.506 | 0 | | 3287659 | 114236 | None | SR 2023-24 Item No : 2.4.3 , Page No : 16 , Vol1 | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )
| Cum | 6652.8 | 6652.8 | 1.06 | False | None | None | False | None | False | 7051.968 | 0 | | 3287660 | 114236 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3326.4 | 3326.4 | 1.06 | False | None | None | False | None | False | 3525.984 | 0 | | 3287661 | 114236 | None | SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol1 | 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
( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 )
| t | 93929.85 | 93929.85 | 0.08 | False | None | None | False | None | False | 7514.388 | 0 | | 3287662 | 114236 | None | SR 2023-24, Vol-2,SL.No. 8.3.2, P. No.41 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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
(SR 2023-24, Vol-2,SL.No. 8.3.2, P. No.41).
| Sqm | 349.65 | 349.65 | 26.35 | False | None | None | False | None | False | 9213.2775 | 0 |
| | 1718345679000 | 0 | None | None | Buildings | Septic tank | 474698.95 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287663 | 114237 | None | SR 2023-24 Item No : 1.15.2 , Page No : 9 Vol 1 | 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 uptoDepth exceeding 1.5 m, but not exceeding 3 m
| Cum | 446.25 | 446.25 | 116.48 | False | None | None | False | None | False | 51979.2 | 0 | | 3287664 | 114237 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 1 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)
| Cum | 6288.45 | 6288.45 | 5.73 | False | None | None | False | None | False | 36032.8185 | 0 | | 3287665 | 114237 | None | SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol1 | 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 | Cum | 6652.8 | 6652.8 | 13.75 | False | None | None | False | None | False | 91476.0 | 0 | | 3287666 | 114237 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3
| Cum | 3326.4 | 3326.4 | 13.75 | False | None | None | False | None | False | 45738.0 | 0 | | 3287667 | 114237 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 Vo11 | 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
| t | 93929.85 | 93929.85 | 1.31 | False | None | None | False | None | False | 123048.1035 | 0 | | 3287668 | 114237 | None | SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand)
(SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9)
| Cum | 6708.45 | 6708.45 | 11.4 | False | None | None | False | None | False | 76476.33 | 0 | | 3287669 | 114237 | None | SR 2023-24, Vol-2,SL.No. 8.3.2, P. No.41 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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
(SR 2023-24, Vol-2,SL.No. 8.3.2, P. No.41).
| Cum | 349.65 | 349.65 | 114.0 | False | None | None | False | None | False | 39860.1 | 0 | | 3287670 | 114237 | None | SR 2023-24 Item No.7.3 Page No.85 Vol 5 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
( SR 2023-24 Item No.7.3 Page No.85 Vol 5)
| No | 2247.0 | 2247.0 | 2.0 | False | None | None | False | None | False | 4494.0 | 0 | | 3287671 | 114237 | None | SR 2023-24 Item No.10.14.8 Page No.120 Vol 5 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.110mm(weight of pipe -1.894 kg)
( SR 2023-24 Item No.10.14.8 Page No.120 Vol 5)
| m | 466.2 | 466.2 | 12.0 | False | None | None | False | None | False | 5594.4 | 0 |
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