| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1721889905000 | 0 | None | None | Other Works | Construction of Compound to the east of ring road for the survey no.497 to 501 of land acquired for establishing STP, construction of Foot path and Development of Sultan park of Ward no.9, Mysuru City Corporation | 4597468.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3617106 | 131388 | None | code1.14.1 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 176.4 | False | None | None | False | None | False | 22291.668 | 0 | | 3617107 | 131388 | None | code2.1.2 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15) | Cum | 7017.69 | 7017.69 | 37.8 | False | None | None | False | None | False | 265268.682 | 0 | | 3617108 | 131388 | None | code5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Volume-2)2023-24 Item No 5.4 Page 9) | Cum | 7915.97 | 7915.97 | 198.45 | False | None | None | False | None | False | 1570924.2465 | 0 | | 3617109 | 131388 | None | code2.3.1 | providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasti cisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, in cluding all lead & lifts, cost ofall materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (Volume-1)2023-24 Item No 2.3.1 Page 16) | Cum | 8225.9 | 8225.9 | 27.3 | False | None | None | False | None | False | 224567.07 | 0 | | 3617110 | 131388 | None | code6.32 | 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. (PWD CSR VOL II for the year 2023-24. I. No. 6.32 P.No. 17 ) | Sqm | 1623.09 | 1623.09 | 864.0 | False | None | None | False | None | False | 1402349.76 | 0 | | 3617111 | 131388 | None | code8.4.1 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD CSR VOL II for the year 2023-24. I. No. 8.4.1 P.No. 41 ) | Sqm | 400.19 | 400.19 | 1512.0 | False | None | None | False | None | False | 605087.28 | 0 | | 3617112 | 131388 | None | code8.19.1 | providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.(Volume-2)2022 Item No 8.19.1 Page 44) | Sqm | 315.94 | 315.94 | 378.0 | False | None | None | False | None | False | 119425.32 | 0 | | 3617113 | 131388 | None | code8.51 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality 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. (The gloss should be 50% @ 60 degree angle with 10 years life).(PWD CSR VOL II for the year 2023-24. I. No. 8.51 P.No. 50 ) | Sqm | 195.76 | 195.76 | 1848.0 | False | None | None | False | None | False | 361764.48 | 0 | | 3617114 | 131388 | None | code1.1a | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3) ( ROADS & BRIDES (Volume-3)2022 Item No 1.1(A), Page 3) | Cum | 146.2 | 146.2 | 176.4 | False | None | None | False | None | False | 25789.68 | 0 |
| | 1721889905000 | 0 | None | None | Other Works | Construction of Compound to the east of ring road for the survey no.497 to 501 of land acquired for establishing STP, construction of Foot path and Development of Sultan park of Ward no.9, Mysuru City Corporation | 4944727.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3617115 | 131389 | None | code1.1 | Earth work in surface excavation for stripping, seating of bund, Road way, by
manual means for lowering & leveling the ground for all works other thanfoundation & depth in all kinds of soil not exceeding 300mm 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 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 & other appurtenances required to complete the work.((Common SR (Volume -1)-2023-24, Item No.1.1, Page No. 5) | Cum | 112.74 | 112.74 | 1165.0 | False | None | None | False | None | False | 131342.1 | 0 | | 3617116 | 131389 | None | code6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.((ROADS & BRIDES (Volume-3) SR 2023-24, Item No.6.1 Page No.49) | Cum | 6095.88 | 6095.88 | 192.75 | False | None | None | False | None | False | 1174980.87 | 0 | | 3617117 | 131389 | None | code8.42.7 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150 mm Kerb Stone ( Item no-8.42.7 PAGE NO 74) (S.R-2023-2024 volume-3) | Cum | 465.86 | 465.86 | 585.2 | False | None | None | False | None | False | 272621.272 | 0 | | 3617118 | 131389 | None | code8.10 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces( ROADS & BRIDES (Volume-3)2023-24 Item No 8.10,Page 66) | Sqm | 135.05 | 135.05 | 250.8 | False | None | None | False | None | False | 33870.54 | 0 | | 3617119 | 131389 | None | code6.8.1 | Providing and laying 60mm thick factory made precast M-30grade Cement Concrete Paver Block as per IRC SP 63:2018 &IS 15658 for Cycle Tracks & Pedestrian Footpaths of approvedshape and colour, laid in required pattern and including over30mm thick compacted bed of coarse sand, filling the joints with
fine sand etc. all complete as per the direction of Engineer-incharge (WMM/WBM Base to be paid separately if necessary asper relevant technical specification) ( It no-6.8.1) (S.R-2023-2024 volume-III) | Sqm | 1323.25 | 1323.25 | 1045.0 | False | None | None | False | None | False | 1382796.25 | 0 | | 3617120 | 131389 | None | code1.14.1 | 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 (PWD CSR VOL I for the year 2023-24. I. No. 1.14.1 P.No. 08 ) | Cum | 126.37 | 126.37 | 72.0 | False | None | None | False | None | False | 9098.64 | 0 | | 3617121 | 131389 | None | code1.1a | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 5.5 m3) ((ROADS & BRIDES (Volume-3) SR 2023-24, Item No.1.1 a Page No. 5) | Cum | 167.26 | 167.26 | 363.25 | False | None | None | False | None | False | 60757.195 | 0 | | 3617122 | 131389 | None | code1.14.1 | 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 (PWD CSR VOL I for the year 2023-24. I. No. 1.14.1 P.No. 08 ) | Cum | 126.37 | 126.37 | 72.0 | False | None | None | False | None | False | 9098.64 | 0 | | 3617123 | 131389 | None | code2.1.2 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.2 P.No. 15 ) | Cum | 6992.91 | 6992.91 | 4.8 | False | None | None | False | None | False | 33565.968 | 0 | | 3617124 | 131389 | None | code2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.1 P.No. 15 ) | Cum | 8412.76 | 8412.76 | 7.2 | False | None | None | False | None | False | 60571.872 | 0 | | 3617125 | 131389 | None | code2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.1 P.No. 15 ) | Cum | 10515.94 | 10515.94 | 19.8 | False | None | None | False | None | False | 208215.612 | 0 | | 3617126 | 131389 | None | code2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.1 P.No. 15 ) | Cum | 11684.39 | 11684.39 | 4.8 | False | None | None | False | None | False | 56085.072 | 0 | | 3617127 | 131389 | None | code2.11h | 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 All other type of structures(Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 97894.62 | 97894.62 | 2.544 | False | None | None | False | None | False | 249043.91328 | 0 | | 3617128 | 131389 | None | code8.4.1 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD CSR VOL II for the year 2023-24. I. No. 8.4.1 P.No. 41 ) | Sqm | 400.19 | 400.19 | 90.0 | False | None | None | False | None | False | 36017.1 | 0 | | 3617129 | 131389 | None | code15.6 | Providing and laying water proofing treatment to the Water tanks & Liq uid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification..(PWD CSR VOL II for the year 2023-24. I. No. 15.6 P.No. 156 ) | Sqm | 628.17 | 628.17 | 90.0 | False | None | None | False | None | False | 56535.3 | 0 | | 3617130 | 131389 | None | code13.8.8 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete (PWD CSR VOL V for the year 2023-24. I. No. 13.8.8 P.No. 150 ) | Nos | 24611.49 | 24611.49 | 1.0 | False | None | None | False | None | False | 24611.49 | 0 | | 3617131 | 131389 | None | code18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. (PWD CSR VOL V for the year 2023-24. I. No. 18.3 P.No. 221 ) | Nos | 2430.91 | 2430.91 | 3.0 | False | None | None | False | None | False | 7292.73 | 0 | | 3617132 | 131389 | None | code12.4 | Geophysical investigation at site for sinking borewells for Providing 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 geological formation. 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 projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test etc. completed (PWD CSR VOL V for the year 2023-24. I. No. 12.4 P.No. 140) | Nos | 6551.83 | 6551.83 | 1.0 | False | None | None | False | None | False | 6551.83 | 0 | | 3617133 | 131389 | None | code12.1 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (PWD CSR VOL V for the year 2023-24. I. No. 12.1 P.No. 138 )Borewell depth of 0 to 50 Mtrs | Rmtr | 458.42 | 458.42 | 50.0 | False | None | None | False | None | False | 22921.0 | 0 | | 3617134 | 131389 | None | code12.1 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (PWD CSR VOL V for the year 2023-24. I. No. 12.1 P.No. 138 ) Borewell depth of 50 to 100 Mtrs | Rmtr | 574.89 | 574.89 | 50.0 | False | None | None | False | None | False | 28744.5 | 0 | | 3617135 | 131389 | None | code12.1 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (PWD CSR VOL V for the year 2023-24. I. No. 12.1 P.No. 138 ) Borewell depth of 100 to 150 Mtrs | Rmtr | 610.82 | 610.82 | 50.0 | False | None | None | False | None | False | 30541.0 | 0 | | 3617136 | 131389 | None | code12.32 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. (PWD CSR VOL V for the year 2023-24. I. No. 12.32 P.No. 143 ) | Rmtr | 2394.98 | 2394.98 | 25.0 | False | None | None | False | None | False | 59874.5 | 0 | | 3617137 | 131389 | None | code13.5.5 | 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. complete. -7.50 HP - 135 LPM @ 140 m = 12 STG Outlet Dia - 2.00" (PWD CSR VOL V for the year 2023-24. I. No. 13.5.5 P.No. 152 ) | Nos | 45372.18 | 45372.18 | 1.0 | False | None | None | False | None | False | 45372.18 | 0 | | 3617138 | 131389 | None | code13.27 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) -50 mm (PWD CSR VOL V for the year 2023-24. I. No. 13.27 P.No. 155 ) | Nos | 3778.95 | 3778.95 | 34.0 | False | None | None | False | None | False | 128484.3 | 0 | | 3617139 | 131389 | None | code2.6.3 | 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 sheathedsuitable for working voltage upto 1100 Volts as per IS-694:1990 - 3C x 6 mm2 (PWD CSR VOL VI for the year 2023-24. I. No.2.6.3 P.No. 41 ) | Rmtr | 303.55 | 303.55 | 400.0 | False | None | None | False | None | False | 121420.0 | 0 | | 3617140 | 131389 | None | code13.25 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments - Size 50 mm (PWD CSR VOL V for the year 2023-24. I. No. 13.25.1 P.No. 154 ) | Nos | 1548.75 | 1548.75 | 1.0 | False | None | None | False | None | False | 1548.75 | 0 | | 3617141 | 131389 | None | code5.2.2 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 V 3 phase and wired after fixing to the existing wooden board for motor-Above 12.5 HP upto 25 HP(PWD CSR VOL VI for the year 2023-2.3No. 5.2.2 P.No.14) | Nos | 10858.59 | 10858.59 | 1.0 | False | None | None | False | None | False | 10858.59 | 0 | | 3617142 | 131389 | None | code13.16 | Erection of single phase preventer / ammeters / including fixing selector switch / voltmeter / current operated earth leakage circuit breakers / voltage operated circuit breaker / above 100A fuse channel set (3 Nos) HRC fuses above100A (3 Nos.) / Digital ammeter/digital volt meter/set of3 indicating lA /MCB / Relays /A-V selector switches including wiring using suitable capacity wires, bolts, nuts, screws. (PWD CSR VOL VI for the year 2023-2.3 I. No. 13.16 P.No.57) | Nos | 245.32 | 245.32 | 1.0 | False | None | None | False | None | False | 245.32 | 0 | | 3617143 | 131389 | None | code5.42.3 | 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 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete - 18 SWG (PWD CSR VOL VI for the year 2023-2.3 I. No. 5.42.3 P.No.20) | Sqm | 0.47 | 0.47 | 30000.0 | False | None | None | False | None | False | 14100.0 | 0 | | 3617144 | 131389 | None | code5.18.3 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 50-63 A SP (PWD CSR VOL VI for the year 2023-2.3 I. No. 5.18.3 P.No.17) | Nos | 1004.82 | 1004.82 | 1.0 | False | None | None | False | None | False | 1004.82 | 0 | | 3617145 | 131389 | None | code12.58.6 | GI/Copper strips for grounding connections, using necessary fixing materials as required. - 600 x 600 x 3 mm GI Plate (PWD CSR VOL VI for the year 2023-2.3 I. No. 12.58.6 P.No.55) | Nos | 1084.12 | 1084.12 | 1.0 | False | None | None | False | None | False | 1084.12 | 0 | | 3617146 | 131389 | None | code14.04 | Supplying and fixing of porcelain fuse channel with cut out 16 Amps on existing wooden/panel using necessary nuts, bolts, and washers etc complee (32/3) (PWD CSR VOL VI for the year 2023-2.3 I. No. 14.04 P.No. 62) | Nos | 170.98 | 170.98 | 3.0 | False | None | None | False | None | False | 512.94 | 0 | | 3617147 | 131389 | None | code13.24.1 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments- Size 50 mm (PWD CSR VOL V for the year 2023-2.3 I. No. 13.24.1 P.No. 154) | Nos | 1548.75 | 1548.75 | 1.0 | False | None | None | False | None | False | 1548.75 | 0 | | 3617148 | 131389 | None | code32.04 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 - 16 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) (PWD CSR VOL VI for the year 2023-2.3 I. No. 32.04 P.No. 13) | Km | 109549.9 | 109549.9 | 0.02 | False | None | None | False | None | False | 2190.998 | 0 | | 3617149 | 131389 | None | code11.2.7 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete - Medium Duty GI pipe of 65mm dia (PWD CSR VOL IV for the year 2023-2.3 I. No.11.2.7 P.No. 127) | Rmtr | 890.84 | 890.84 | 10.0 | False | None | None | False | None | False | 8908.4 | 0 | | 3617150 | 131389 | None | code3a | Red soil filling : supplying and filling good quality red earth on graded surface upto a depth of 150mm for the top layer for lawn and planting area including levelling tinal contouring.(Hort.SR 2020-21 I.No-3a Page No.2) | Cum | 569.93 | 569.93 | 119.4 | False | None | None | False | None | False | 68049.642 | 0 | | 3617151 | 131389 | None | code11a | Hedge & Edges : Developing hedges by digging trenches of size 0.45 x 0.5 filling 50% with of the trench excavated soil and remaking 50% with the mixture of sand LYM. Red earth on the proportion of 1:2:3 and planting.(Hort.SR 2020-21 I.No-11a Page No.63) | Rmtr | 118.0 | 118.0 | 863.0 | False | None | None | False | None | False | 101834.0 | 0 | | 3617152 | 131389 | None | code4.13 | Supply of Ornamental plants like Rose mary, Dhurantha, etc 5*8 Cover / polybag (P.No11, I.No 4(13) BNCS, lalbagh rate as approved by horticulture department)) | Nos | 29.5 | 29.5 | 3452.0 | False | None | None | False | None | False | 101834.0 | 0 | | 3617153 | 131389 | None | code5a | Flowering and foliage shrubs planting digging of pits of size 0.45 x 0.45 x 0.45m and filling upto 50% with sand FYM red earth in the proportion of 1:2:3 and planting with well established rooted plants of min 1'6" length exculsive of plant.(Hort.SR 2020-21 I.No-5(a) Page No.61) | Nos | 80.24 | 80.24 | 750.0 | False | None | None | False | None | False | 60180.0 | 0 | | 3617154 | 131389 | None | codeapproved | Supply of plants like Hibiscus, Bigonia, Oleander, ixora, crotons, plumeria, poisettia etc., (P - 14,15,16 I.No.16 &40 BNCS, lalbagh rate as approved by horticulture department) | Nos | 147.5 | 147.5 | 500.0 | False | None | None | False | None | False | 73750.0 | 0 | | 3617155 | 131389 | None | codeapproved | Suplly of Ornamental palnts like, Fycus, Golden Cyprus, Fycus panda/starlight/miniature leaf/Elestica etc (P - 8, I.No.73 BNCS, lalbagh rate as approved by horticulture department) | Nos | 767.0 | 767.0 | 250.0 | False | None | None | False | None | False | 191750.0 | 0 | | 3617156 | 131389 | None | code1.6 | Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal ofstumps and other deleterious matter, including dressing of excavatedsurfaces, disposing off or leveling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m. Fillingavailable excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth,consolidatingeach deposited layer by ramming and watering and lift upto 1.5mincluding cost of labour, tools, usage& other appurtenances requiredto complete the work.(VOL-1/I.N-1.6) | Cum | 582.32 | 582.32 | 36.0 | False | None | None | False | None | False | 20963.52 | 0 | | 3617157 | 131389 | None | code1 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations andcuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depthof not less than 15 cms. with soft gravel or selected earth available fromthe excavation etc. complete and giving necessary hydraulic test to therequired pressure as per ISS (Contractor will make his own arrangementsfor procuring water for testing) etc. forPVC pipes 50mm dia., 6 kg/sqcm & class 5 | Rmtr | 118.94 | 118.94 | 200.0 | False | None | None | False | None | False | 23788.0 | 0 | | 3617158 | 131389 | None | codeapproved | Supplying & fixing of Sprinklers for park development (Approved Rate) | Nos | 295.0 | 295.0 | 16.0 | False | None | None | False | None | False | 4720.0 | 0 | | 3617159 | 131389 | None | code1.10 | Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer byramming after watering with a lead upto 50 m , and lift upto 1.5 m.Including cost of all labour complete as per specifications(VOL-1/I.N-1.10) | Cum | 151.15 | 151.15 | 36.0 | False | None | None | False | None | False | 5441.4 | 0 |
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