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| Name of Work: Conversion of Water supply scheme into piped WSS with provisions of household connection (FHTCs) of village Neshal, Tehsil Rajgarh, Distt. Churu. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of RCC INTZE type OHSR of following capacity and staging consisting of excavation in all types of strata, RCC work, cement palster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection, all labour and material charges including providing and fixing of accesories such as ladder, amn hole frame and covers water level indicator, ventilator with SS screen lighting arrestor, float valve, puddle collar, GI pipe railing around walk way to top level chambers for all valves providing applying three coats of cement paint to the external surfaces of container food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per IS codes complete in all respect as per design data criteria scope of work GA drawing the job including painting the name of the scheme and other details on the reservoir providing alluminium ladder suitable to reach at height of 4.5 mt and any other work related to structure as per direction of engineer in charge.( 300 KL, 20 meter staging ) (PHED/JPR/ 2019/3.1.2) | |||
| 2 | 2 | Rates for RCC OHSR SBC 10T/sqmt Seismic Zone ll and staging 20 mtr At Neshal (BOQ_Item_No._3.1.2.2) | 150000 | Liter | |
| 3 | 3 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS 8329-2000 (amended upto date ) as per vetical pipes for RCC reservoirs including specials required such as duckfoot bend, bend , tee etc. Providing clamps at every 3 mtr jointing materials such as nuts bolts rubber packing hydraulic testing etc complete in all respect upto and from valve chamber as per direction of EIC, technical and scope of work. (PHED/JPR/ 2019/3.4) | |||
| 4 | 4 | 100 mm (BOQ_Item_No._3.4.1) | 40 | Per Mtr | |
| 5 | 5 | 150 mm (BOQ_Item_No._3.4.2) | 40 | Per Mtr | |
| 6 | 6 | 200 mm (BOQ_Item_No._3.4.3) | 70 | Per Mtr | |
| 7 | 7 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category \"B\" Makes / vendors other then Category \"A\" will be considered in category “B”). Manually operated class PN 1.0 (RUIDP/2017/19.23) | |||
| 8 | 8 | 100 mm dia (BOQ_Item_No._19.23.1.2) | 1 | Each | |
| 9 | 9 | 150 mm dia (BOQ_Item_No._19.23.1.4) | 1 | Each | |
| 10 | 10 | 200 mm dia (BOQ_Item_No._19.23.1.5) | 2 | Each | |
| 11 | 11 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (RUIDP/ 2017 /19.40) | |||
| 12 | 12 | 100 mm dia PN-1.0 (BOQ_Item_No._19.40.2) | 1 | Each | |
| 13 | 13 | 150 mm dia PN-1.0 (BOQ_Item_No._19.40.4) | 2 | Each | |
| 14 | 14 | 200 mm dia PN-1.0 (BOQ_Item_No._19.40.5) | 4 | Each | |
| 15 | 15 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.(PHED/BSR/2019/1.1) | |||
| 16 | 16 | 150 mm dia (BOQ_Item_No._1.1.3) | 8000 | Mtr. | |
| 17 | 17 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the surplus sioil and disposal of surplus soil within lead of 50 mt. in all kind of soil (BSR / PWD / Churu / 2019/ 1.8) | 5600 | Cum | |
| 18 | 18 | Dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. (PWD/BSR/2019/14.24) | 10 | Cum | |
| 19 | 19 | Demolishing cement concrete including disposal of material within 50 meter lead : (PWD/CHURU/2019/14.2) | |||
| 20 | 20 | 1: 3: 6 or richer mix. (BOQ_Item_No._14.2.1) | 20 | Cum | |
| 21 | 21 | 1: 4: 8 or leaner mix. (BOQ_Item_No._14.2.2) | 10 | Cum | |
| 22 | 22 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (PWD/CHURU/2019/14.2) | |||
| 23 | 23 | M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (BOQ_Item_No._3.1.2) | 20 | Cum | |
| 24 | 24 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (BOQ_Item_No._3.1.6) | 10 | Cum | |
| 25 | 25 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.(Category \"B\" Makes / vendors other then Category \"A\" will be considered in category “B”). Manually operated class PN 1.0 (RUIDP/BSR/2017/19.23) | |||
| 26 | 26 | 150 mm dia (BOQ_Item_No._19.23.1.4) | 2 | No | |
| 27 | 27 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. | |||
| 28 | 28 | 150 mm dia PN-1.0 (BOQ_Item_No._19.40.4) | 4 | Each | |
| 29 | 29 | Providing, Fabrication of Mild Steel Plane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect. (PHED/O&M/CHURU.2019/5.5) | 250 | Kg | |
| 30 | 30 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category \"B\" Makes / vendors other then Category \"A\" will be considered in category “B”). 80 mm dia (RUIDP/2017/19.23.1.1) | 2 | Each | |
| 31 | 31 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the surplus sioil and disposal of surplus soil within lead of 50 mt. in all kind of soil (BSR / PWD / Churu / 2019/ 1.8) | 18 | Cum | |
| 32 | 32 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (PWD/CHURU/2019/14.2) | |||
| 33 | 33 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).(BOQ_Item_No._3.1.6) | 1.8 | Cum | |
| 34 | 34 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (as required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix (PWD/CHURU/2019/4.2) | 4 | Cum | |
| 35 | 35 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : (PWD/CHURU/2019/4.10) | |||
| 36 | 36 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. (BOQ_Item_No._4.10.1) | 66 | Sqm | |
| 37 | 37 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (PWD/CHURU/2019/4.13) | |||
| 38 | 38 | Thermo-mechanically Treated bars (Conforming of relevent IS code) (BOQ_Item_No._4.13.3) | 220 | Per Kg | |
| 39 | 39 | Providing, Fabrication of Mild Steel Plane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect. (PHED/O&M/CHURU.2019/5.5) | 80 | Kg | |
| 40 | 40 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil & above 110 mm dia straight length in6M. (PHED/2019/1.4) | |||
| 41 | 41 | 90 mm dia (BOQ_Item_No._1.4.1.1) | 12584 | Mtr. | |
| 42 | 42 | 110 mm dia (BOQ_Item_No._1.4.1.2) | 1106 | Mtr. | |
| 43 | 43 | 125 mm dia (BOQ_Item_No._1.4.1.3) | 513 | Mtr. | |
| 44 | 44 | 140 mm dia (BOQ_Item_No._1.4.1.4) | 735 | Mtr. | |
| 45 | 45 | 160 mm dia (BOQ_Item_No._1.4.1.5) | 1387 | Mtr. | |
| 46 | 46 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils (BSR/ PWD/Churu/2019/1.8) | 9795 | Cum | |
| 47 | 47 | Dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. (PWD/BSR/2019/14.24) | 281.606 | Cum | |
| 48 | 48 | Demolishing cement concrete including disposal of material within 50 meter lead : (PWD/CHURU/2019/14.2) | |||
| 49 | 49 | 1: 3: 6 or richer mix. (BOQ_Item_No._14.2.1) | 97.95 | Cum | |
| 50 | 50 | 1: 4: 8 or leaner mix. (BOQ_Item_No._14.2.2) | 48.975 | Cum | |
| 51 | 51 | Removing & re-fixing of precast cement concrete interlocking paving blocks of all sizes over 50 mm thick course sand bedding (duly compacted) including filling of joints with sand complete in all respect. (RUIDP/BSR/2017/9.22) | 2595.68 | Sqm | |
| 52 | 52 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (PWD/CHURU/2019/3.1) | |||
| 53 | 53 | M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (BOQ_Item_No._3.1.2) | 97.95 | Cum | |
| 54 | 54 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (BOQ_Item_No._3.1.6) | 48.975 | Cum | |
| 55 | 55 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category \"B\" Makes / vendors other then Category \"A\" will be considered in category “B”). Manually operated class PN 1.0 (RUIDP/BSR/2017/19.23) | |||
| 56 | 56 | 80 mm dia (BOQ_Item_No._19.23.1.1) | 6 | Each | |
| 57 | 57 | 100 mm dia (BOQ_Item_No._19.23.1.2) | 4 | Each | |
| 58 | 58 | 150 mm dia (BOQ_Item_No._19.23.1.4) | 3 | Each | |
| 59 | 59 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (as required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix (PWD/CHURU/2019/4.2) | 5 | Cum | |
| 60 | 60 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : (PWD/CHURU/2019/4.10) | |||
| 61 | 61 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. (BOQ_Item_No._4.10.1) | 40 | Sqm | |
| 62 | 62 | Columns, pillars, posts and struts etc. (BOQ_Item_No._4.10.3) | 10 | Sqm | |
| 63 | 63 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (PWD/CHURU/2019/4.13) | |||
| 64 | 64 | Thermo-mechanically Treated bars (Conforming of relevent IS code) (BOQ_Item_No._4.13.3) | 60 | Per Kg | |
| 65 | 65 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the surplus sioil and disposal of surplus soil within lead of 50 mt. in all kind of soil (BSR / PWD / Churu / 2019/ 1.8) | 18 | Cum | |
| 66 | 66 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (PWD/CHURU/2019/14.2) | |||
| 67 | 67 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (BOQ_Item_No._3.1.6) | 1.8 | Cum | |
| 68 | 68 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (as required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix (PWD/CHURU/2019/4.2) | 4 | Cum | |
| 69 | 69 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : (PWD/CHURU/2019/4.10) | |||
| 70 | 70 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. (BOQ_Item_No._4.10.1) | 66 | Sqm | |
| 71 | 71 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (PWD/CHURU/2019/4.13) | |||
| 72 | 72 | Thermo-mechanically Treated bars (Conforming of relevent IS code) (BOQ_Item_No._4.13.3) | 220 | Per Kg | |
| 73 | 73 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet) (PHED/JPR/2019/1.6.1) | 60 | Kg | |
| 74 | 74 | Reinforced Ferro-Cement drain covers designed for 'AA' class loading of size 1500 x 600 mm (RUIDP/2017/3113) | 11.88 | Sqm | |
| 75 | 75 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: (PHED/JPR/2019/9.2) | 70 | Kg. | |
| 76 | 76 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification Discharge 20 to 30 LPS and head 51 to 60 M (RUIDP/ 2017/ 19.81.7) | 2 | Each | |
| 77 | 77 | SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus. 22 KW (RUIDP/ 2017/ 69.6.1) | 1 | Each | |
| 78 | 78 | Providing and fixing of soft starter and fixing of soft starter in existing panel. (For stanby specification as above starter) 22 KW (RUIDP/ 2017/ 69.7.1) | 1 | Each | |
| 79 | 79 | Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core (RUIDP/ 2017/ 51.2.7.4) | 30 | Each | |
| 80 | 80 | Providing and laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required (RUIDP/2017/51.5) | |||
| 81 | 81 | 16.0 Sq.mm 3 core flat (BOQ_Item_No._51.5.6) | 90 | Mtr | |
| 82 | 82 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category \"A\" \" Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG) Manually operated class PN 1.0 (RUIDP/ 2017/19.22.1) | |||
| 83 | 83 | 100 mm dia (BOQ_Item_No._19.22.1.2) | 2 | Each | |
| 84 | 84 | 125 mm dia (BOQ_Item_No._19.22.1.3) | 2 | Each | |
| 85 | 85 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (RUIDP/ 2017 /19.40) | |||
| 86 | 86 | 100 mm dia PN-1.0 (BOQ_Item_No._19.40.2) | 2 | Each | |
| 87 | 87 | 125 mm dia PN-1.0 (BOQ_Item_No._19.40.3) | 2 | Each | |
| 88 | 88 | 150 mm dia PN-1.0 (BOQ_Item_No._19.40.4) | 2 | Each | |
| 89 | 89 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI Resilient Seated Dual Plate Check Valves in accordance with BS EN 12334 of following dia (including jointing and jointing material), including material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (Category \"A\" - Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG) PN 1.0 rating (RUIDP / 2017/19.35.1) | |||
| 90 | 90 | 125 mm dia (BOQ_Item_No._19.35.1.3) | 2 | Each | |
| 91 | 91 | Providing, Fabrication of Mild Steel Plane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect. (PHED/O&M/CHURU.2019/5.5) | 300 | Per Kg | |
| 92 | 92 | Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer. (RUIDP / 2017/19.57) | |||
| 93 | 93 | EMF 100 for DN 100 mm (BOQ_Item_No._19.57.2) | 1 | Each | |
| 94 | 94 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.Category \"B\" (Makes / vendors other then Category \"A\" will be considered in category B).50 mm dia (RUIDP/BSR/2017/19.31.2.1) | 8 | Each | |
| 95 | 95 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the surplus sioil and disposal of surplus soil within lead of 50 mt. in all kind of soil (BSR / PWD / Churu / 2013/ B-1/1.1) | 12 | Cum | |
| 96 | 96 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (PWD/CHURU/2019/3.1) | |||
| 97 | 97 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (BOQ_Item_No._3.1.6) | 1.2 | Cum | |
| 98 | 98 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (as required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix (PWD/CHURU/2019/4.2) | 5.36 | Cum | |
| 99 | 99 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :(PWD/CHURU/2019/4.10) | |||
| 100 | 100 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. (BOQ_Item_No._4.10.1) | 17.28 | Sqm | |
| 101 | 101 | Columns, pillars, posts and struts etc. (BOQ_Item_No._4.10.3) | 18.88 | Sqm | |
| 102 | 102 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (PWD/CHURU/2019/4.13) | |||
| 103 | 103 | Thermo-mechanically Treated bars (Conforming of relevent IS code) (BOQ_Item_No._4.13.3) | 160 | Per Kg | |
| 104 | 104 | Providing and fixing G.I. pipes complete with G.I. fittings (IS 1239 mark) including trenching and refilling etc. (external work): Medium Duty Pipes. 50mm dia nominal bore , .B' Class (PWD/CHURU/2019/S/2.2.6) | 32 | Mtr. | |
| 105 | 105 | Providing, Fabrication of Mild Steel Plane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect. (PHED/O&M/CHURU.2019/5.5) | 200 | Kg | |
| 106 | 106 | Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer. (RUIDP/2017/19.58.4) | |||
| 107 | 107 | BFM150 for DN 150 mm (BOQ_Item_No._19.58.4) | 1 | Each | |
| 108 | 108 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category \"A\" \" Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG) Manually operated class PN 1.0 (RUIDP/BSR/2017/19.22) | |||
| 109 | 109 | 150 mm dia (BOQ_Item_No._19.22.1.4) | 1 | Each | |
| 110 | 110 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. | |||
| 111 | 111 | 150 mm dia PN-1.0 (BOQ_Item_No._19.40.4) | 1 | Each | |
| 112 | 112 | Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B double flanged specials as per IS : 7181 in trenches complete (excluding jointing) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.(RUIDP/ 2017 /19.13) | |||
| 113 | 113 | Standard specials (BOQ_Item_No._19.13.1) | 80 | Each | |
| 114 | 114 | Boundry wall | |||
| 115 | 115 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils (BSR / PWD / Churu / 2019/ B-1 / 1.8) | 86.64 | cum | |
| 116 | 116 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (BSR / PWD / Churu / 2019/3.1.6) | 9 | cum | |
| 117 | 117 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks, Cement mortar 1 : 6 (1 cement : 6 coarse sand) (BSR / PWD / Churu / 2019/5.1.4) | 48.6 | cum | |
| 118 | 118 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) (BSR / PWD / Churu / 2019/5.2.3) | 40.8 | cum | |
| 119 | 119 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick.(BSR / PWD / Churu / 2019/3.7.1) | 54 | sqm | |
| 120 | 120 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :(BSR / PWD / Churu / 2019/12) | |||
| 121 | 121 | 12mm thick . (BOQ_Item_No._12.2.1) | 420 | Sqm | |
| 122 | 122 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :(BSR / PWD / Churu / 2019/3.8) | 27.6 | Sqm | |
| 123 | 123 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:(BSR / PWD / Churu / 2019/12.43) | |||
| 124 | 124 | New work (Two or more coats applied @ 3.84 kg/10 sqm). (BOQ_Item_No._12.43.1) | 420 | Sqm | |
| 125 | 125 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (BSR / PWD / Churu / 2019/9.8.1) | |||
| 126 | 126 | for village OHSR Neshal | 200 | Kg. | |
| 127 | 127 | Providing and laying factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge.\nGeneral specification of blocks:\n1) Shape as defined by Engineer incharge\n2) Tensile splitting strength and braking load as per BS 6717:2001\n3) Color: Grey cement natural colour\n4) Variation in dimension: Less than 1.6mm.\n5) Variation in thickness: Less than 3.2mm\n6) Abrasion: As per BS: 6717:2001 (BSR / PWD / Churu / 2019/11.38) | |||
| 128 | 128 | 60 mm thick (BOQ_Item_No._11.38.1) | 120 | Sqm | |
| 129 | 129 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils (PWD/CHURU/2019/1.8) | 124 | Cum | |
| 130 | 130 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (PWD/CHURU/2019/3.1.6) | 2760 | Cum | |
| 131 | 131 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).(PWD/CHURU/2019/3.1.2) | 3570 | Cum | |
| 132 | 132 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand).(PWD/CHURU/2019/6.1.7) | 2550 | Cum | |
| 133 | 133 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) (PWD/CHURU/2019/5.2.2) | 4500 | Cum | |
| 134 | 134 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand) (PWD/CHURU/2019/5.9.2) | 446 | Sqm | |
| 135 | 135 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. (PWD/CHURU/2019/4.9) | 117 | Sqm | |
| 136 | 136 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. (PWD/CHURU/2019/4.10.2) | 215 | Sqm | |
| 137 | 137 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) (PWD/CHURU/2019/4.13.3) | 66 | Kg | |
| 138 | 138 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (as required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix (PWD/CHURU/2019/4.2) | 4420 | Cum | |
| 139 | 139 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges :Sand or other approved stone 25mm thick. (PWD/CHURU/2019/6.17.1) | 1150 | Sqm | |
| 140 | 140 | 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2(1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry,but excluding the cost of nosing of steps etc. complete.(PWD/CHURU/2019/11.42) | 404 | Sqm | |
| 141 | 141 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate.(PWD/CHURU/2019/11.3.1) | 245 | Sqm | |
| 142 | 142 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)For area of each slab from 901 to 2000 Sq.Cm : (PWD/CHURU/2019/11.18.2) | 785 | Sqm | |
| 143 | 143 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing completeFor area of each slab upto 2001 Sqcm (PWD/CHURU/2019/11.19.1) | 758 | Sqm | |
| 144 | 144 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :12mm thick .(PWD/CHURU/2019/12.2.1) | 135 | Sqm | |
| 145 | 145 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick .(PWD/CHURU/2019/12.2.3) | 177 | Sqm | |
| 146 | 146 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete (PWD/CHURU/2019/12.22) | 100 | Sqm | |
| 147 | 147 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping and priming coat with cement primer.(PWD/CHURU/2019/12.39.1) | 49 | Sqm | |
| 148 | 148 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). (PWD/CHURU/2019/12.43.1) | 60 | Sqm | |
| 149 | 149 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (PWD/CHURU/2019/9.8.1) | 76 | Kg | |
| 150 | 150 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: (PWD/CHURU/2019/9.2) | 64 | kg | |
| 151 | 151 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paintMS sheet 18 SWGExtra for double leaf shutters.(PWD/CHURU/2019/9.17.3) | 1682 | Sqm | |
| 152 | 152 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :(PWD/CHURU/2019/9.19) | |||
| 153 | 153 | Partly fixed and partly openable [ fixed area not to exceed 33%] (BOQ_Item_No.9.19.4) | 2500 | Sqm | |
| 154 | 154 | Windows side hung /Ventilators top or centre hung (openable) (BOQ_Item_No.9.19.3) | 2700 | Sqm | |
| 155 | 155 | Supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.14 mesh x 24 gauge (PWD/CHURU/2019/9.26.1) | 509 | Sqm | |
| 156 | 156 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc.(PWD/CHURU/2019/9.27) | 60 | Kg. | |
| 157 | 157 | Providing & fixing anodizing aluminium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum snap beading for glazing/paneling, C.P. Brass/ Stainless Steel screws, Al. Tower bolt & Al. handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately). (PWD/CHURU/2019/16.1) | |||
| 158 | 158 | Powder coating aluminum ( minimum thickness of powder coating 50 micron) (BOQ_Item_No.16.1.1.2) | 280 | Kg. | |
| 159 | 159 | Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge.Pre-laminated particle board with decorative lamination on both side.(PWD/CHURU/2019/16.4.2) | 1169 | Sqm | |
| 160 | 160 | Providing and laying Ceramic MAT floor tiles (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown of any size, laid on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mixed with pigment of matching shade complete.(PWD/CHURU/2019/7.15) | 940 | Sqm | |
| 161 | 161 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in charge in skiriting, 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 @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.Category - I : Kajariya, Jhonson, Orient, Somani make etc.(PWD/CHURU/2019/7.26.1) | 802 | Sqm | |
| 162 | 162 | 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.,)(PWD/CHURU/2019/2.38) | |||
| 163 | 163 | 15 mm nominal outer dia pipes (BOQ_Item_No.2.38.1) | 170 | Rmt. | |
| 164 | 164 | 25 mm nominal outer dia pipes (BOQ_Item_No.2.38.3) | 244 | Rmt. | |
| 165 | 165 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall :Size 450 mm x 300 mm. (PWD/CHURU/2019/1.38.1) | 1370 | Each | |
| 166 | 166 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 530x410mm.(PWD/CHURU/2019/1.2.1) | 1900 | Each | |
| 167 | 167 | Construction of soakage well in all type of soil 300 mm thick dry masonry top and bottom 300 mm course in CM 1:6, 80 mm thick stone slab, jointing of slab in CM 1:3, Rathal, Kharnja, 40 mm thick M-15 grade C.C. Flooring, earth work complete as per approved drawing including disposal of earth within a lead of 50 mtr. Size 300 cm, dia. outside & 240 cm. depth.(PWD/CHURU/2019/3.23.2) | 10386 | Each | |
| 168 | 168 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: (PWD/CHURU/2019/2.26) | |||
| 169 | 169 | 200 litres capacity. (BOQ_Item_No.2.26.1) | 1332 | Each | |
| 170 | 170 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.\n(External work).15 mm nominal outer dia pipes\n (PWD/CHURU/2019/2.39.1) | 100 | Rm | |
| 171 | 171 | P & F Stop Cock (IS :8931 Mark), superior quality & of approved make:Brass 400 gm. 15mm nominal bore.(PWD/CHURU/2019/2.8.1) | 286 | Each | |
| 172 | 172 | P & F Flush Cock / Flush Valve (IS : 9758 Mark) for WC of approved quality make :(-do-)exposed 25mm nominal bore.(PWD/CHURU/2019/2.14.3) | 837 | Each | |
| 173 | 173 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :25mm nominal bore.(PWD/CHURU/2019/2.15.3) | 495 | Each | |
| 174 | 174 | P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete :Brass wt.400 gm,15mm. (PWD/CHURU/2019/2.11.1) | 211 | Each | |
| 175 | 175 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia(PWD/CHURU/2019/3.17.3) | 186 | Rm | |
| 176 | 176 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 63 mm dia(PWD/CHURU/2019/3.17.1) | 98 | Rm | |
| 177 | 177 | P & F Star rated double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. (BSR/2012/E170501) | |||
| 178 | 178 | 1200 mm Sweep 5 Star rated | 1611 | Each | |
| 179 | 179 | P&F of Heavy duty capacitor start, Double ball bearing 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing etc. as required.(BSR/2012/E170900) | |||
| 180 | 180 | 300 mm sweep(900/1400 RPM) (BSR/2012/E170901) | 2321 | Each | |
| 181 | 181 | P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint) / (extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube).(BSR/2012/E190100) | |||
| 182 | 182 | 1 X 36 Watts with EB (BSR/2012/E190103) | 301.6 | Each | |
| 183 | 183 | P & F Fluorscent tube rod in existing fixtures as required,Flourscent powder coated (minimum 3 star rating) 36/40 Watts (BSR/2012/E190712) | 50.4 | Each | |
| 184 | 184 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. (BSR/2012/E150200) | 4250 | Each | |
| 185 | 185 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make on surface ISI marked ( IS:14927 P - II ) PVC casing capping & it's accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. (BSR/2012/E010100) | |||
| 186 | 186 | Short point (up to 3 mtr.) (BSR/2012/E010101) | 155.2 | Per Point | |
| 187 | 187 | Medium point (up to 6 mtr.) (BSR/2012/E010102) | 234.4 | Per Point | |
| 188 | 188 | Long point (up to 10 mtr..) (BSR/2012/E010103) | 332 | Per Point | |
| 189 | 189 | Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board , 6 A switch, 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. On board (BSR/2012/E020300) | |||
| 190 | 190 | Short point (up to 3 mtr.) (BSR/2012/E020302) | 185.6 | Per Point | |
| 191 | 191 | Medium point (up to 6 mtr.) (BSR/2012/E020303) | 260.8 | Per Point | |
| 192 | 192 | Long point (up to 10 mtr..) (BSR/2012/E020304) | 353.6 | Per Point | |
| 193 | 193 | P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. 3 mm thick (BSR/2012/E050501) | 612 | Each | |
| 194 | 194 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. (BSR/2012/E060130) | |||
| 195 | 195 | Single pole & neutral MCB (BSR/2012/E060130) | |||
| 196 | 196 | 6 A to 32 A rating (BSR/2012/E060131) | 332 | Each | |
| 197 | 197 | 40 A 63 A rating (BSR/2012/E060132) | 459 | Each | |
| 198 | 198 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work \n(PWD/CHURU/2019/12.48.1) | 40 | Sqm | |
| 199 | 199 | Supply and erection of hot dipped galvanised steel swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate in position including excavation of the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be galvanised using ISI mark seamless tube for structural purpose of following height & designation. ( See Table E - 09 for specs. ) 7.5 Mtr. ( 410 SP - 5 ) (BSR/2012/E201701) | 9078 | Each | |
| 200 | 200 | Add for supply and fixing of hot dipped galvanised Overhang of following size over the existing poles 76.1 mm OD x 3.25 mm thickness (BSR/2012/E201801) | 637.5 | Mtr. | |
| 201 | 201 | P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standards System life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be in CE Compliance. IP - 65 Protected LED Street Light Luminaire LED Street Light fixture 20-25 Watt (BSR/2012/E203411) | 5496 | Each | |
| 202 | 202 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 10 SWG G.I. ( Hot Dipped ) Wire (BSR/2012/E150706) | 6 | Mtr. | |
| 203 | 203 | Providing & fixing anodizing aluminium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum snap beading for glazing/paneling, C.P. Brass/ Stainless Steel screws, Al. Tower bolt & Al. handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately). Powder coating aluminum ( minimum thickness of powder coating 50 micron) (PWD/CHURU/2019/16.1.1.2) | 270 | Kg | |
| 204 | 204 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.)With timted glass panes of 5.0 mm thickness ( weight not less than 13.75 kg/sqm) (PWD/CHURU/2019/16.5.4) | 923 | Sqm | |
| 205 | 205 | Running expenditure of pumphouse which includes complete operation of pumpmotor, maintenance of log-books as directed by Engineer-in-charge,General upkeeping of premises, security arrangements, Regular chemical dosing in CWR, cleaning and desilting of SR/CWR/SUMP once every six months, daily valve operation under the cumpus of pump house and all other works as mentioned in scope of work in tender document for per pump house per months. ( power supply minimum 16 hrs ) ( excluding repaining of pumping machinery etc. ) (O&M/PHED/CHURU/2019/7.2) | |||
| 206 | 206 | Upto 100 HP (BOQ_Item_No.7.2.1) | 36 | Per Month | |
| 207 | 207 | Repairing of leakage in existing distribustion /Rising Main/Transmission Main AC/PVC/HDPE Pipe line 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site. this will also include cutting of pipe ends, fixing of pipe place with jointing material to make repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe and upto ground level for entire job contractor will use his own T & P & Labour and will arrange transportation of material required from store. ( Required material such as pipe piece, CID Joints shall be provided by department free of cost ). (O&M/PHED/CHURU/2019/1.1) | |||
| 208 | 208 | In all type soil AC/PVC/HDPE pipe (BOQ_Item_No.1.1.1) | |||
| 209 | 209 | 90 mm (BOQ_Item_No.1.1.1.2) | 72 | Each | |
| 210 | 210 | 110 mm (BOQ_Item_No.1.1.1.3) | 36 | Each | |
| 211 | 211 | 125 mm (BOQ_Item_No.1.1.1.4) | 36 | Each | |
| 212 | 212 | 140 mm (BOQ_Item_No.1.1.1.5) | 36 | Each | |
| 213 | 213 | 160 mm (BOQ_Item_No.1.1.1.6) | 36 | Each | |
| 214 | 214 | Repairing of leakage in existing distribustion /Rising Main/Transmission Main CI/MS/DI Pipe line 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site. this will also include cutting of pipe ends, fixing of pipe place with jointing material to make repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe and upto ground level for entire job contractor will use his own T & P & Labour and will arrange transportation of material required from store. ( Required material such as pipe piece, CID Joints shall be provided by department free of cost ). in all tye soil DI Pipe. (O&M/PHED/CHURU/2019//1.2) | |||
| 215 | 215 | 200 mm (BOQ_Item_No.1.2.1.5) | 36 | Each | |
| 216 | 216 | Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-10 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (O&M/PHED/CHURU/2019//19.41) | |||
| 217 | 217 | 80/90 mm dia (BOQ_Item_No.19.41.1) | 144 | Each | |
| 218 | 218 | 100/110 mm dia (BOQ_Item_No.19.41.2) | 72 | Each | |
| 219 | 219 | 125/140 mm dia (BOQ_Item_No.19.41.3) | BI01010001010000000000000515BI0100001115 | 144 | Each |
| 220 | 220 | 150/160 mm dia (BOQ_Item_No.19.41.4) | BI01010001010000000000000515BI0100001115 | 72 | Each |
| 221 | 221 | 200 mm dia (BOQ_Item_No.19.41.5) | BI01010001010000000000000515BI0100001114 | 72 | Each |
| 222 | 222 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil & above 110 mm dia straight length in6M. (PHED/2019/1.4) | BI01010001010000000000000515BI0100001116 | ||
| 223 | 223 | 90 mm dia (BOQ_Item_No.1.4.1.1) | BI01010001010000000000000515BI0100001117 | 72 | Mtr. |
| 224 | 224 | 110 mm dia (BOQ_Item_No.1.4.1.2) | BI01010001010000000000000515BI0100001118 | 36 | Mtr. |
| 225 | 225 | 125 mm dia (BOQ_Item_No.1.4.1.3) | BI01010001010000000000000515BI0100001119 | 36 | Mtr. |
| 226 | 226 | 140 mm dia (BOQ_Item_No.1.4.1.4) | BI01010001010000000000000515BI0100001120 | 36 | Mtr. |
| 227 | 227 | 160 mm dia (BOQ_Item_No.1.4.1.5) | BI01010001010000000000000515BI0100001122 | 36 | Mtr. |
| 228 | 228 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. (PHED/BSR/2019/1.1) | BI01010001010000000000000515BI0100001119 | ||
| 229 | 229 | 200 mm dia (BOQ_Item_No.1.1.4) | BI01010001010000000000000515BI0100001123 | 36 | Mtr. |
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