| 3264741 | 113105 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, trutting, 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. PWD SR V -1 Item No. 1.1 Page No. 08 | Cum | 99.75 | 99.75 | 70.2 | False | None | None | False | None | False | 7002.45 | 0 |
| 3264742 | 113105 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.Depth exceeding 1.5m, but not exceeding 3 m PWD SR V -1 Item No. 1.5.2 Page No. 09 | Cum | 358.05 | 358.05 | 184.6 | False | None | None | False | None | False | 66096.03 | 0 |
| 3264743 | 113105 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR V -1 Item No. 2.1.3 Page No. 15 | Cum | 6288.45 | 6288.45 | 28.5322 | False | None | None | False | None | False | 179423.31309 | 0 |
| 3264744 | 113105 | None | code04 | 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 plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all 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 nominal size graded crushed coarse aggregates PWD SR V -1 Item No. 2.3.1 Page No. 16 | Cum | 6639.15 | 6639.15 | 43.4004 | False | None | None | False | None | False | 288141.76566 | 0 |
| 3264745 | 113105 | None | code05 | Appendix I 5% Additionalities for Footing Formwork
Page No-115 Vol-1(Sl No-2) | Cum | 331.96 | 331.96 | 43.4004 | False | None | None | False | None | False | 14407.196784 | 0 |
| 3264746 | 113105 | None | code06 | 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 plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all 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) 2.3.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -1 Item No. 2.3.2 Page No. 16 | Cum | 6804.0 | 6804.0 | 12.3703 | False | None | None | False | None | False | 84167.5212 | 0 |
| 3264747 | 113105 | None | code07 | Appendix I 70% Additionalities for column Formwork
Page No-115 Vol-1(Sl No-2) | Cum | 4762.8 | 4762.8 | 12.3703 | False | None | None | False | None | False | 58917.26484 | 0 |
| 3264748 | 113105 | None | code08 | 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 plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all 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) 2.3.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -1 Item No. 2.3.2 Page No. 16 | Cum | 6804.0 | 6804.0 | 9.7486 | False | None | None | False | None | False | 66329.4744 | 0 |
| 3264749 | 113105 | None | code09 | Appendix I 50% Additionalities for Plinth Beam Formwork
Page No-115 Vol-1(Sl No-8) | Cum | 3402.0 | 3402.0 | 9.7486 | False | None | None | False | None | False | 33164.7372 | 0 |
| 3264750 | 113105 | None | code10 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR V -II Item No. 5.3 Page No. 9 | Cum | 6515.25 | 6515.25 | 32.7123 | False | None | None | False | None | False | 213128.812575 | 0 |
| 3264751 | 113105 | None | code11 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR V -II Item No. 5.4 Page No. 9 | Cum | 6708.45 | 6708.45 | 33.8391 | False | None | None | False | None | False | 227007.910395 | 0 |
| 3264752 | 113105 | None | code12 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. PWD SR V -II Item No. 8.19.1 Page No. 44 | Sqm | 267.75 | 267.75 | 33.282 | False | None | None | False | None | False | 8911.2555 | 0 |
| 3264753 | 113105 | None | code13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. PWD SR V -I Item No. 1.9 Page No. 7 | Cum | 279.3 | 279.3 | 134.3551 | False | None | None | False | None | False | 37525.37943 | 0 |
| 3264754 | 113105 | None | code14 | 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 SR V -II Item No. 6.32 Page No. 17 | Sqm | 1375.5 | 1375.5 | 175.257 | False | None | None | False | None | False | 241066.0035 | 0 |
| 3264755 | 113105 | None | code15 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm ominal size graded crushed coarse aggregates PWD SR V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 0.36 | False | None | None | False | None | False | 2506.14 | 0 |
| 3264756 | 113105 | None | code16 | Appendix I 50% Additionalities for window cill Formwork
Page No-115 Vol-1(Sl No-4) | Cum | 3480.75 | 3480.75 | 0.36 | False | None | None | False | None | False | 1253.07 | 0 |
| 3264757 | 113105 | None | code17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 1.5273 | False | None | None | False | None | False | 10632.29895 | 0 |
| 3264758 | 113105 | None | code18 | Appendix I 60% Additionalities for Lintel Formwork
Page No-115 Vol-1(Sl No-4) | Cum | 4176.9 | 4176.9 | 1.5273 | False | None | None | False | None | False | 6379.37937 | 0 |
| 3264759 | 113105 | None | code19 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, uring and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 1.269 | False | None | None | False | None | False | 8834.1435 | 0 |
| 3264760 | 113105 | None | code20 | Appendix I 45% Additionalities for Chajja Formwork
Page No-115 Vol-1(Sl No-11) | Cum | 3132.68 | 3132.68 | 1.269 | False | None | None | False | None | False | 3975.37092 | 0 |
| 3264761 | 113105 | None | code21 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, uring and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm ominal size graded crushed coarse aggregates PWD SR V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 9.7486 | False | None | None | False | None | False | 67864.8789 | 0 |
| 3264762 | 113105 | None | code22 | Appendix I 60% Additionalities for Roof Beam Formwork
Page No-115 Vol-1(Sl No-4) | Cum | 4176.9 | 4176.9 | 9.7486 | False | None | None | False | None | False | 40718.92734 | 0 |
| 3264763 | 113105 | None | code23 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 33.078 | False | None | None | False | None | False | 230272.497 | 0 |
| 3264764 | 113105 | None | code24 | Appendix I 50% Additionalities for Slab Formwork
Page No-115 Vol-1(Sl No-5) | Cum | 3480.75 | 3480.75 | 33.078 | False | None | None | False | None | False | 115136.2485 | 0 |
| 3264765 | 113105 | None | code25 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -I Item No. 2.5.1 Page No. 17 | Cum | 6961.5 | 6961.5 | 5.5692 | False | None | None | False | None | False | 38769.9858 | 0 |
| 3264766 | 113105 | None | code26 | Appendix I 50% Additionalities for Staircase Formwork
Page No-115 Vol-1(Sl No-5) | Cum | 3480.75 | 3480.75 | 5.5692 | False | None | None | False | None | False | 19384.9929 | 0 |
| 3264767 | 113105 | None | code27 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per pecification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. PWD SR V -II Item No. 15.1 Page No. 149 | Sqm | 857.85 | 857.85 | 220.5203 | False | None | None | False | None | False | 189173.339355 | 0 |
| 3264768 | 113105 | None | code28 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of
approved steel primer including cost of materials ,labour, usage charges of machinery complete as per pecifications and as per directions of the Engineer-in-Charge. PWD SR V -II Item No. 11.3 Page No. 75 | Kg | 8689.8 | 8689.8 | 15.0 | False | None | None | False | None | False | 130347.0 | 0 |
| 3264769 | 113105 | None | code29 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. PWD SR V -II Item No. 12.11 Page No. 99 | Cum | 144977.7 | 144977.7 | 0.2231 | False | None | None | False | None | False | 32344.52487 | 0 |
| 3264770 | 113105 | None | code30 | Providing and fixing in position fully panelled Honne wood shutters for
doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm
wide top rail and stiles 100mm wide as per drawing and panels of 25mm
thick including cost of materials, labour, usage charges complete as per
specifications. ( excluding cost of fixtures )) PWD SR V -II Item No. 12.15 Page No. 100 | Sqm | 7816.2 | 7816.2 | 7.56 | False | None | None | False | None | False | 59090.472 | 0 |
| 3264771 | 113105 | None | code31 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. PWD SR V -II Item No. 11.34 B Page No. 86 | Kg | 192.15 | 192.15 | 695.52 | False | None | None | False | None | False | 133644.168 | 0 |
| 3264772 | 113105 | None | code32 | PProviding & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive PWD SR V -II Item No. 12.84 B Page No. 108 | Sqm | 5274.15 | 5274.15 | 33.12 | False | None | None | False | None | False | 174679.848 | 0 |
| 3264773 | 113105 | None | code33 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement Mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever equired smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR V -II Item No. 8.8 Page No. 42 | Sqm | 389.55 | 389.55 | 146.25 | False | None | None | False | None | False | 56971.6875 | 0 |
| 3264774 | 113105 | None | code34 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, uring complete as per specifications and as per directions of Engineer-in-charge. PWD SR V -II Item No. 8.1.2 Page No. 41 | Sqm | 253.05 | 253.05 | 267.6 | False | None | None | False | None | False | 67716.18 | 0 |
| 3264775 | 113105 | None | code35 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR V -II Item No. 8.1.2 Page No. 41 | Sqm | 253.05 | 253.05 | 25.344 | False | None | None | False | None | False | 6413.2992 | 0 |
| 3264776 | 113105 | None | code36 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge PWD SR 2023-24 V -II Item No. 8.10 Page No. 43 | Sqm | 221.55 | 221.55 | 220.5203 | False | None | None | False | None | False | 48856.272465 | 0 |
| 3264777 | 113105 | None | code37 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 pecifications and as per directions of Engineer-in-charge. PWD SR V -II Item No. 8.39 Page No. 48 | Sqm | 133.35 | 133.35 | 513.4643 | False | None | None | False | None | False | 68470.464405 | 0 |
| 3264778 | 113105 | None | code38 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per pecifications and as per directions of Engineer in charge. PWD SR V -II Item No. 8.51 Page No. 50 | Sqm | 105.0 | 105.0 | 513.4643 | False | None | None | False | None | False | 53913.7515 | 0 |
| 3264779 | 113105 | None | code39 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to move all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR V -II Item No.8.31 Page No. 46 | Sqm | 186.9 | 186.9 | 146.25 | False | None | None | False | None | False | 27334.125 | 0 |
| 3264780 | 113105 | None | code40 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineerin-
charge. PWD SR V -II Item No.8.21 Page No. 44 | Sqm | 22.05 | 22.05 | 146.25 | False | None | None | False | None | False | 3224.8125 | 0 |
| 3264781 | 113105 | None | code41 | 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. PWD SR V -III Item No.2.11a Page No. 18 | Tonne | 93929.85 | 93929.85 | 11.1246 | False | None | None | False | None | False | 1044932.00931 | 0 |
| 3264782 | 113105 | None | code42 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the ngineerin- Charge.) PWD SR V -II Item No.11.26.3 Page No. 84 | Kg | 192.15 | 192.15 | 415.8 | False | None | None | False | None | False | 79895.97 | 0 |
| 3264783 | 113105 | None | code43 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm PWD SR V -II Item No. 9.17.2 Page No. 61 | Sqm | 1233.75 | 1233.75 | 197.9177 | False | None | None | False | None | False | 244180.962375 | 0 |
| 3264784 | 113105 | None | code44 | Flooring with 25mm thick polished shahabad slabs using cement mortar
1:6, 25mm thick over existing cement concrete bed or top of roof laid to
line and level and jointed with cement slurry mixed with pigment to match
the shade of the slab, , including cost of materials, labour, curing, polishing
complete as per specifications PWD SR V -II Item No. 9.35 Page No. 65 | Sqm | 1717.8 | 1717.8 | 16.476 | False | None | None | False | None | False | 28302.4728 | 0 |
| 3264785 | 113105 | None | code45 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement ortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 1161.3 | 1161.3 | 18.9 | False | None | None | False | None | False | 21948.57 | 0 |
| 3264786 | 113105 | None | code46 | KSRB 8.6-8 Providing and fixing on wall surface 4.0kg/sq.cm H.D.P.E rain down water pipes 110mm outer dia approved make and brand with necessary specials like shoes,bends and offsets fixed with iron clamps,wall plugs,screws,including cost of materials.labour, curing complete as per specification. KSRB8.6-8: -do -4.0 kg I sq.cm H.D.P.E. rain down water pipes110mm outer dia PWD Kalburgi Circle SR 2018-19 Item No-8.19 Page No-49 | Mtr | 537.6 | 537.6 | 10.0 | False | None | None | False | None | False | 5376.0 | 0 |
| 3264787 | 113105 | None | code47 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, 20 mm outer dia having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of jointscomplete. (Concealed work including cutting chases and good the wallsetc.) 13.86.2 20mm nominal OD Pipe PWD Kalburgi Circle SR 2018-19 Item No-13.32.2 Page No-122 | Mtr | 397.95 | 397.95 | 10.0 | False | None | None | False | None | False | 3979.5 | 0 |
| 3264788 | 113105 | None | code48 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, 32mm outer dia having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of jointscomplete. (Concealed work including cutting chases and good the wallsetc.) 13,86.4 32mm nominal OD Pipe PWD Kalburgi Circle SR 2018-19 Item No-13.32.4 Page No-122 | Mtr | 584.85 | 584.85 | 10.0 | False | None | None | False | None | False | 5848.5 | 0 |
| 3264789 | 113105 | None | code49 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 14.2.1 W.C. pan with ISI marked white solid plastic seat and lid PWD SR V -I Item No-14.2.1 Page No-131 | Each | 5079.9 | 5079.9 | 2.0 | False | None | None | False | None | False | 10159.8 | 0 |
| 3264790 | 113105 | None | code50 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 14.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps PWD SR V -I Item No-14.7.1 Page No-132 | Each | 3236.1 | 3236.1 | 2.0 | False | None | None | False | None | False | 6472.2 | 0 |
| 3264791 | 113105 | None | code51 | Providing and fixing brass stop cock of approved quality : 13.3.2 20 mm nominal bore PWD SR V -I Item No-13.3.2 Page No-117 | Each | 320.25 | 320.25 | 2.0 | False | None | None | False | None | False | 640.5 | 0 |
| 3264792 | 113105 | None | code52 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 13.5.3 25 mm nominal bore PWD SR V -I Item No-13.5.3 Page No-117 | Each | 348.6 | 348.6 | 2.0 | False | None | None | False | None | False | 697.2 | 0 |
| 3264793 | 113105 | None | code53 | KSRB 13-11 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity) Specification No.KBS 13.22 PWD Kalburgi Circle SR 2018-19 Item No-13.34A(a) Page No-97 | Each | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 |
| 3264794 | 113105 | None | code54 | Providing and fixing to wall, celing and floor unplasticised PVC 6.0kg/sq.cm working presure with pipe fittings,wall clips etc., and making good the wall,celing and floor for sanitary pipelines including cost of all materials,labou charges HOM of acquirements and testing complete as per specification. 12.116.2 -do 140 mm dia PWD Kalburgi Circle SR 2018-19 Item No-13.50.9 Page No-125 | Mtr | 976.5 | 976.5 | 10.0 | False | None | None | False | None | False | 9765.0 | 0 |
| 3264795 | 113105 | None | code55 | Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). 13.59 -do-12:5cms x 7.5cms. PWD Kalburgi Circle SR 2018-19 Item No-13.59 Page No-90 | Each | 231.0 | 231.0 | 5.0 | False | None | None | False | None | False | 1155.0 | 0 |
| 3264796 | 113105 | None | code56 | Providing and fixing 100 mm sand cast Iron grating for gully trap. PWD SR V -I Item No-14.29 Page No-128 | Each | 49.35 | 49.35 | 5.0 | False | None | None | False | None | False | 246.75 | 0 |
| 3264797 | 113105 | None | code57 | KSRB 12-8.1 : Constructing brick masonry inspection chamber for Single pipeline, using table, moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) internal dimensions. total weight of cover with frame to be not less . than 38 .kg ( weight of Cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metalJ foundation concrete M 5 with 40mm and downsize granite metal insidfj plastering 12mm thick with cement mortar 1:3,. finish smooth with afloating coat of cement ,on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete: as per specifications.
11.50.2 --do -600x600mm and 450mm depth (clear inside dimension) for single pipeline, using tabl moulded non-modular bricks of class designation 50 in cement mortar 1:5. C.I cover withframe (light duty) 600x600mm PWD Kalburgi Circle SR 2018-19 Item No-13.55 Page No-26 | Each | 7771.05 | 7771.05 | 2.0 | False | None | None | False | None | False | 15542.1 | 0 |
| 3264798 | 113105 | None | code58 | KSRB 11-18-1.1 : Providing and fixing sand cast iron soil waste and vent pipes 100mm dia with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications. 12.47 KSRB 11-18-1.1 : -do -with 100mm dia pipe PWD Kalburgi Circle SR 2018-19 Item No-12.47 Page No-85 | Mtr | 699.3 | 699.3 | 10.0 | False | None | None | False | None | False | 6993.0 | 0 |
| 3264799 | 113105 | None | code59 | KSRB 11-18-2.1 : Providing and fixing sand cast iron soil waste bends 100 mm dia with access door, insertion of rubber washers 3mm thick bolts and nut, with spun yarn soaked in cement slurry and cement mortar 1:2 including cost of materials, labour, testing complete as per specifications.
12.50 KSRB 11-18-2.1 : -do-with 100 mm dia bends. PWD Kalburgi Circle SR 2018-19 Item No-12.50 Page No-85 | Each | 532.35 | 532.35 | 15.0 | False | None | None | False | None | False | 7985.25 | 0 |
| 3264800 | 113105 | None | code60 | Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 19/20mm dia 2mm thick. (Electrical PWD SR PG No.1 ITNO. 1.1.1) | Mtr | 69.0 | 69.0 | 5.0 | False | None | None | False | None | False | 345.0 | 0 |
| 3264801 | 113105 | None | code61 | Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 25mm dia 2mm thick. (Electrical PWD SR PG No.1 ITNO. 1.1.2) | Mtr | 81.0 | 81.0 | 5.0 | False | None | None | False | None | False | 405.0 | 0 |
| 3264802 | 113105 | None | code62 | Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 32mm dia 2.5mm thick. (Electrical PWD SR PG No.1 ITNO. 1.3.1) | Mtr | 106.0 | 106.0 | 5.0 | False | None | None | False | None | False | 530.0 | 0 |
| 3264803 | 113105 | None | code63 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing Uor J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20mm dia 2mm thick (Electrical PWD SR PG No.1 ITNO. 1.3.1) | Mtr | 68.0 | 68.0 | 5.0 | False | None | None | False | None | False | 340.0 | 0 |
| 3264804 | 113105 | None | code64 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing Uor J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick (Electrical PWD SR PG No.1 ITNO. 1.3.2) | Mtr | 79.0 | 79.0 | 5.0 | False | None | None | False | None | False | 395.0 | 0 |
| 3264805 | 113105 | None | code65 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing Uor J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 32mm dia 2.5mm thick (Electrical PWD SR PG No.1 ITNO. 1.3.3) | Mtr | 99.0 | 99.0 | 5.0 | False | None | None | False | None | False | 495.0 | 0 |
| 3264806 | 113105 | None | code66 | Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, screws at an interval of 300mm …. etc. as required.25mm (Electrical PWD SR PG No.2 ITNO. 1.8.2) | Mtr | 35.0 | 35.0 | 20.0 | False | None | None | False | None | False | 700.0 | 0 |
| 3264807 | 113105 | None | code67 | Supplying And Fixing Metal Fan Box with Round Hook (Electrical PWD SR PG No.2 ITNO. 1.13) | Nos | 117.0 | 117.0 | 5.0 | False | None | None | False | None | False | 585.0 | 0 |
| 3264808 | 113105 | None | code68 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. GROUP A 2.2.1 Short point upto 3m from tapping point to out let via switch box (Electrical PWD SR PG No.03 ITNO.2.2.1) | Point | 269.0 | 269.0 | 1.0 | False | None | None | False | None | False | 269.0 | 0 |
| 3264809 | 113105 | None | code69 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. GROUP A
2.2.2 Medium point above 3m upto 6m from tapping point to out let via switch box (Electrical PWD SR PG No.03 ITNO.2.2.2) | Point | 379.0 | 379.0 | 1.0 | False | None | None | False | None | False | 379.0 | 0 |
| 3264810 | 113105 | None | code70 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. GROUP A Long point above 6m upto 10m from tapping point to out let via switch box (Electrical PWD SR PG No.03 ITNO.2.2.3) | Point | 555.0 | 555.0 | 1.0 | False | None | None | False | None | False | 555.0 | 0 |
| 3264811 | 113105 | None | code71 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. GROUP A
Two outlet in a row, above 3m upto 6m from tapping point to out let via switches (Electrical PWD SR PG No.03 ITNO.2.2.4) | Point | 677.0 | 677.0 | 1.0 | False | None | None | False | None | False | 677.0 | 0 |
| 3264812 | 113105 | None | code72 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. GROUP A
Three outlet in a row, above 6m upto 10m from tapping point to out let via switches box (Electrical PWD SR PG No.03 ITNO.2.2.5) | Point | 989.0 | 989.0 | 1.0 | False | None | None | False | None | False | 989.0 | 0 |
| 3264813 | 113105 | None | code73 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, ultistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
2.3.2 1.5 mm2 (Electrical PWD SR PG No.03 ITNO.2.3.2) | Mtr | 26.0 | 26.0 | 10.0 | False | None | None | False | None | False | 260.0 | 0 |
| 3264814 | 113105 | None | code74 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, ultistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.2.3.3 2.5 mm2 (Electrical PWD SR PG No.03 ITNO.2.3.3) | Mtr | 42.0 | 42.0 | 20.0 | False | None | None | False | None | False | 840.0 | 0 |
| 3264815 | 113105 | None | code75 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, ultistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.3.4 4 mm2 (Electrical PWD SR PG No.03 ITNO.2.3.4) | Mtr | 63.0 | 63.0 | 15.0 | False | None | None | False | None | False | 945.0 | 0 |
| 3264816 | 113105 | None | code76 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, ultistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.2.3.5 6 mm2 (Electrical PWD SR PG No.03 ITNO.2.3.5) | Mtr | 92.0 | 92.0 | 10.0 | False | None | None | False | None | False | 920.0 | 0 |
| 3264817 | 113105 | None | code77 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, ultistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 2.3.6 10 mm2 (Electrical PWD SR PG No.03 ITNO.2.3.6) | Mtr | 167.0 | 167.0 | 10.0 | False | None | None | False | None | False | 1670.0 | 0 |
| 3264818 | 113105 | None | code78 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3.4.1 1-3 Way (Electrical PWD SR PG No.05 ITNO.3.4.1) | Each | 138.0 | 138.0 | 3.0 | False | None | None | False | None | False | 414.0 | 0 |
| 3264819 | 113105 | None | code79 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3.4.3 6 Way (Electrical PWD SR PG No.05 ITNO.3.4.4) | Each | 220.0 | 220.0 | 3.0 | False | None | None | False | None | False | 660.0 | 0 |
| 3264820 | 113105 | None | code80 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3.4.4 8 Way (Electrical PWD SR PG No.05 ITNO.3.4.5) | Each | 261.0 | 261.0 | 3.0 | False | None | None | False | None | False | 783.0 | 0 |
| 3264821 | 113105 | None | code81 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3.4.5 10-12 Way (Electrical PWD SR PG No.05 ITNO.3.4.6) | Each | 319.0 | 319.0 | 3.0 | False | None | None | False | None | False | 957.0 | 0 |
| 3264822 | 113105 | None | code82 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3.5.4 8 Module (Electrical PWD SR PG No.05 ITNO.3.5.5) | Each | 284.0 | 284.0 | 2.0 | False | None | None | False | None | False | 568.0 | 0 |
| 3264823 | 113105 | None | code83 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3.5.5 10-12 Module (Electrical PWD SR PG No.05 ITNO.3.5.6) | Each | 344.0 | 344.0 | 2.0 | False | None | None | False | None | False | 688.0 | 0 |
| 3264824 | 113105 | None | code84 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.1 6A One Way Switch (Electrical PWD SR PG No.05 ITNO.3.6.1) | Each | 102.0 | 102.0 | 2.0 | False | None | None | False | None | False | 204.0 | 0 |
| 3264825 | 113105 | None | code85 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.3 6A Three Way socket (Electrical PWD SR PG No.05 ITNO.3.6.3) | Each | 171.0 | 171.0 | 2.0 | False | None | None | False | None | False | 342.0 | 0 |
| 3264826 | 113105 | None | code86 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.4 Stepped Fan Regulator Two Module (Electrical PWD SR PG No.05 ITNO.3.6.4) | Each | 357.0 | 357.0 | 2.0 | False | None | None | False | None | False | 714.0 | 0 |
| 3264827 | 113105 | None | code87 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.8 16A One Way Switch (Electrical PWD SR PG No.05 ITNO.3.6.7) | Each | 180.0 | 180.0 | 2.0 | False | None | None | False | None | False | 360.0 | 0 |
| 3264828 | 113105 | None | code88 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.11 6/16A Universal Socket (Electrical PWD SR PG No.05 ITNO.3.6.10) | Each | 236.0 | 236.0 | 2.0 | False | None | None | False | None | False | 472.0 | 0 |
| 3264829 | 113105 | None | code89 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.12 TV/Telephone Socket (Electrical PWD SR PG No.05 ITNO.3.6.11) | Each | 156.0 | 156.0 | 2.0 | False | None | None | False | None | False | 312.0 | 0 |
| 3264830 | 113105 | None | code90 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. II - Double Door 5.18.6 4 Way SP & N (Electrical PWD SR PG No.13 ITNO.5.19.6) | Each | 1524.0 | 1524.0 | 2.0 | False | None | None | False | None | False | 3048.0 | 0 |
| 3264831 | 113105 | None | code91 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. II - Double Door 5.18.7 6 Way SP & N (Electrical PWD SR PG No.13 ITNO.5.19.7) | Each | 1791.0 | 1791.0 | 2.0 | False | None | None | False | None | False | 3582.0 | 0 |
| 3264832 | 113105 | None | code92 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 5.17.1 6-32 A SP (Electrical PWD SR PG No.13 ITNO.5.18.1) | Each | 415.0 | 415.0 | 2.0 | False | None | None | False | None | False | 830.0 | 0 |
| 3264833 | 113105 | None | code93 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 5.17.7 6-32 A TPN (Electrical PWD SR PG No.13 ITNO.5.18.7) | Each | 1717.0 | 1717.0 | 2.0 | False | None | None | False | None | False | 3434.0 | 0 |
| 3264834 | 113105 | None | code94 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 5.20.3 32-40 A 4 pole (Electrical PWD SR PG No.13 ITNO.5.20.3) | Each | 2826.0 | 2826.0 | 2.0 | False | None | None | False | None | False | 5652.0 | 0 |
| 3264835 | 113105 | None | code95 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 5.20.4 63 A 4 pole (Electrical PWD SR PG No.13 ITNO.5.20.4) | Each | 3058.0 | 3058.0 | 2.0 | False | None | None | False | None | False | 6116.0 | 0 |
| 3264836 | 113105 | None | code96 | Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB ). The entire plug and socket shall be mounted in a thermoplastic / powder coated metal box & wired Completely. SP & N SP & N 5.45.2 20 A (Electrical PWD SR PG No.16 ITNO.5.45.2) | Each | 971.0 | 971.0 | 2.0 | False | None | None | False | None | False | 1942.0 | 0 |
| 3264837 | 113105 | None | code97 | Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB ). The entire plug and socket shall be mounted in a thermoplastic / powder coated metal box & wired Completely. TP & N 5.45.3 20 A (Electrical PWD SR PG No.16 ITNO.5.45.3) | Each | 1340.0 | 1340.0 | 1.0 | False | None | None | False | None | False | 1340.0 | 0 |
| 3264838 | 113105 | None | code98 | 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 32.11 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) (Electrical Commom SR 11 KV System Materials PG No.09 ITNO.32.11) Part-III | Km | 178973.0 | 178973.0 | 0.03 | False | None | None | False | None | False | 5369.19 | 0 |
| 3264839 | 113105 | None | code99 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable
31.06 35 to 95 Sqmm (Electrical Commom SR 11 KV System Labour PG No.52 ITNO.21.06) Part-IV | Km | 31139.0 | 31139.0 | 0.01 | False | None | None | False | None | False | 311.39 | 0 |
| 3264840 | 113105 | None | code100 | Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 6.11.2 25mm dia (PWD Electrical SR 2019-20 PG No.42 ITNO.6.11.2) | No | 84.0 | 84.0 | 2.0 | False | None | None | False | None | False | 168.0 | 0 |
| 3264841 | 113105 | None | code101 | Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 6.11.4 45mm dia (PWD Electrical SR 2019-20 PG No.42 ITNO.6.11.4) | No | 194.0 | 194.0 | 2.0 | False | None | None | False | None | False | 388.0 | 0 |
| 3264842 | 113105 | None | code102 | Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 6.11.6 63mm dia (PWD Electrical SR 2019-20 PG No.42 ITNO.6.11.6) | No | 388.0 | 388.0 | 2.0 | False | None | None | False | None | False | 776.0 | 0 |
| 3264843 | 113105 | None | code103 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 6.17.3 4 sqmm (PWD Electrical SR 2019-20 PG No.43 ITNO.6.17.3) | No | 7.0 | 7.0 | 20.0 | False | None | None | False | None | False | 140.0 | 0 |
| 3264844 | 113105 | None | code104 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 6.17.4 6 sqmm (PWD Electrical SR 2019-20 PG No.43 ITNO.6.17.4) | No | 7.0 | 7.0 | 25.0 | False | None | None | False | None | False | 175.0 | 0 |
| 3264845 | 113105 | None | code105 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 6.17.5 10 sqmm (PWD Electrical SR 2019-20 PG No.43 ITNO.6.17.5) | No | 8.0 | 8.0 | 25.0 | False | None | None | False | None | False | 200.0 | 0 |
| 3264846 | 113105 | None | code106 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 6.17.9 50 sqmm Long Barrel (PWD Electrical SR 2019-20 PG No.43 ITNO.6.17.9) | No | 60.0 | 60.0 | 8.0 | False | None | None | False | None | False | 480.0 | 0 |
| 3264847 | 113105 | None | code107 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. 29.03 In Hard Soil (Electrical Commom SR 11 KV System Labour PG No.06 ITNO.1.6) Part-IV | Cum | 484.0 | 484.0 | 2.0 | False | None | None | False | None | False | 968.0 | 0 |
| 3264848 | 113105 | None | code108 | Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr (Electrical Commom SR 11 KV System Labour PG No.07 ITNO.1.2) Part-IV | Cum | 160.0 | 160.0 | 6.0 | False | None | None | False | None | False | 960.0 | 0 |
| 3264849 | 113105 | None | code109 | Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts (PWD Electrical SR 2019-20 PG No.40 ITNO.12.70) | Nos | 4256.0 | 4256.0 | 1.0 | False | None | None | False | None | False | 4256.0 | 0 |
| 3264850 | 113105 | None | code110 | Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 6.18.3 8 SWG GI Wire (PWD Electrical SR 2019-20 PG No.44 ITNO.6.18.3) | Mtr | 19.0 | 19.0 | 25.0 | False | None | None | False | None | False | 475.0 | 0 |
| 3264851 | 113105 | None | code111 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip 6.3.1 25x3mm GI strip (PWD Electrical SR 2019-20 PG No.40 ITNO.12.58.20) | Mtr | 82.0 | 82.0 | 10.0 | False | None | None | False | None | False | 820.0 | 0 |
| 3264852 | 113105 | None | code112 | LED Indoor Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. 11.3.3 LED light fitting 1 x 4' - 36/40 W (Electrical PWD SR No.34 ITNO.11.3.3) | Each | 1269.0 | 1269.0 | 2.0 | False | None | None | False | None | False | 2538.0 | 0 |
| 3264853 | 113105 | None | code113 | Supply of round/square recess/surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70%
lumen maintenance with CRI 80. Power Input: 220-240V @50/60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition.
11.5.3 LED square or round down light 15-18W (Electrical PWD SR PG No.34 ITNO.11.5.3) | Each | 1324.0 | 1324.0 | 3.0 | False | None | None | False | None | False | 3972.0 | 0 |
| 3264854 | 113105 | None | code114 | LED Down light Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clA, LED of Power/COB with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited aboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 11.4. 3 15-18W (Electrical PWD SR PG No.34 ITNO.11.4.3) | Each | 1671.0 | 1671.0 | 2.0 | False | None | None | False | None | False | 3342.0 | 0 |
| 3264855 | 113105 | None | code115 | Supplying and fixing of round or oblong type bulk head fitting glass cover (Electrical PWD SR PG No.44 ITNO.12.53) | Each | 70.0 | 70.0 | 4.0 | False | None | None | False | None | False | 280.0 | 0 |
| 3264856 | 113105 | None | code116 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system.
6.3.1 48" Sweep (1200 mm) Regular model (Electrical PWD SR PG No.22 ITNO.6.3.1) | Each | 2984.0 | 2984.0 | 2.0 | False | None | None | False | None | False | 5968.0 | 0 |
| 3264857 | 113105 | None | code117 | Supplying wall mounting fan suitable to operate at singlephase 230v AC. supply.
6.5.2 400 mm Sweep (Electrical PWD SR PG No.23 ITNO.6.5.2) | Each | 3212.0 | 3212.0 | 2.0 | False | None | None | False | None | False | 6424.0 | 0 |
| 3264858 | 113105 | None | code118 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 6.2.2 15" Sweep (450 mm) (Electrical PWD SR PG No.22 ITNO.6.2.2) | Each | 4446.0 | 4446.0 | 2.0 | False | None | None | False | None | False | 8892.0 | 0 |
| 3264859 | 113105 | None | code119 | Fixing all types and all capacities fluorescent/false ceiling/spot light/ CFL fittings indoor on the wall/ ceiling/rafters/girders using 23/0.0076'' twin PVC insulated wires, required nos of round blocks and clamps (if required) 13.7.1 On wall/ ceiling / Rafter / Girders (Electrical PWD SR PG No.45 ITNO.13.7.1) | Each | 122.0 | 122.0 | 4.0 | False | None | None | False | None | False | 488.0 | 0 |
| 3264860 | 113105 | None | code120 | Fixing a ceiling/wall mounting fan of all capacities and all types with necessary clamps and S hook made out of 15mm dia MS rod, with 5 amps ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality mounted on a suitable size wooden board and wired complete. (Electrical PWD SR PG No.46 ITNO.13.11) | Each | 315.0 | 315.0 | 4.0 | False | None | None | False | None | False | 1260.0 | 0 |
| 3264861 | 113105 | None | code121 | Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. (Electrical PWD SR PG No.46 ITNO.13.13) | Each | 707.0 | 707.0 | 4.0 | False | None | None | False | None | False | 2828.0 | 0 |
| 3264862 | 113105 | None | code122 | Fabricating supplying and mounting MS box made out 14 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 clA 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. 14 SWG (Electrical PWD SR PG No.15 ITNO.5.42.1) | Each | 0.5 | 0.5 | 10000.0 | False | None | None | False | None | False | 5000.0 | 0 |
| 3264863 | 113105 | None | code123 | Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 5.40.1 100 A 4 x 30 x 6 mm Aluminium Strips (Electrical PWD SR PG No.15 ITNO.5.40.1) | Mtr | 2465.0 | 2465.0 | 2.0 | False | None | None | False | None | False | 4930.0 | 0 |
| 3264864 | 113105 | None | code124 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40 x 40 x 6 mm (Electrical PWD SR PG No.15 ITNO.5.41.1) | Mtr | 305.0 | 305.0 | 4.0 | False | None | None | False | None | False | 1220.0 | 0 |
| 3264865 | 113105 | None | code125 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 5.41.4 50 x 100 x 50 x 6 mm C channel (Electrical PWD SR PG No.15 ITNO.5.41.4) | Mtr | 756.0 | 756.0 | 3.0 | False | None | None | False | None | False | 2268.0 | 0 |
| 3264866 | 113105 | None | code126 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. THREE Pole 5.14.1 100 A 25 kA (Electrical PWD SR PG No.15 ITNO.5.15.1) | Each | 6086.0 | 6086.0 | 1.0 | False | None | None | False | None | False | 6086.0 | 0 |
| 3264867 | 113105 | None | code127 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. FOUR Pole 5.14.7 100 A 25 kA (Electrical PWD SR PG No.15 ITNO.5.15.9) | Each | 8487.0 | 8487.0 | 1.0 | False | None | None | False | None | False | 8487.0 | 0 |
| 3264868 | 113105 | None | code128 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 40/450V upto 300mA sensitivity on existing wood/panel board. 5.20.2 32-40 A 2 pole (Electrical PWD SR PG No.13 ITNO.5.20.2) | Each | 2652.0 | 2652.0 | 1.0 | False | None | None | False | None | False | 2652.0 | 0 |
| 3264869 | 113105 | None | code129 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 40/450V upto 300mA sensitivity on existing wood/panel board. 5.20.3 32-40 A 4 pole (Electrical PWD SR PG No.13 ITNO.5.20.3) | Each | 2826.0 | 2826.0 | 1.0 | False | None | None | False | None | False | 2826.0 | 0 |
| 3264870 | 113105 | None | code130 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 40/450V upto 300mA sensitivity on existing wood/panel board. 5.20.4 63 A 4 pole | Each | 3058.0 | 3058.0 | 1.0 | False | None | None | False | None | False | 3058.0 | 0 |
| 3264871 | 113105 | None | code131 | Supplying and fixing of Shunt trip suitable for MCCB.CBCT. (Electrical PWD SR PG No.12 ITNO.5.16) | Each | 1703.0 | 1703.0 | 1.0 | False | None | None | False | None | False | 1703.0 | 0 |
| 3264872 | 113105 | None | code132 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. (Electrical PWD SR PG No.14 ITNO.5.21) | Each | 9255.0 | 9255.0 | 1.0 | False | None | None | False | None | False | 9255.0 | 0 |
| 3264873 | 113105 | None | code133 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH,KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accurac (Electrical PWD SR PG No.14 ITNO.5.33) | Each | 9315.0 | 9315.0 | 1.0 | False | None | None | False | None | False | 9315.0 | 0 |
| 3264874 | 113105 | None | code134 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (Electrical PWD SR 2022-23 PG No.14 ITNO.5.38) | Each | 515.0 | 515.0 | 2.0 | False | None | None | False | None | False | 1030.0 | 0 |
| 3264875 | 113105 | None | code135 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. (Electrical PWD SR PG No.14 ITNO.5.34) | Each | 562.0 | 562.0 | 1.0 | False | None | None | False | None | False | 562.0 | 0 |
| 3264876 | 113105 | None | code136 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead PWD SR Vol:3 P.NO.15 Item No:3.5 | Sqm | 6.3 | 6.3 | 658.75 | False | None | None | False | None | False | 4150.125 | 0 |
| 3264877 | 113105 | None | code137 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD SR Vol:3 P.NO.15 I.No:3.7 | Cum | 110.25 | 110.25 | 65.875 | False | None | None | False | None | False | 7262.71875 | 0 |
| 3264878 | 113105 | None | code138 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR V -3 Item No.3.6 Page No. 15 | Cum | 517.65 | 517.65 | 15.5 | False | None | None | False | None | False | 8023.575 | 0 |
| 3264879 | 113105 | None | code139 | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and mpacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of ixed Material by tipper to site, laying inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD SR V -3 Item No. 4.17 Page No. 26 | Cum | 2686.95 | 2686.95 | 87.1875 | False | None | None | False | None | False | 234268.453125 | 0 |
| 3264880 | 113105 | None | code140 | Prime Coat over WMM/WBM (i)Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical ns. PWD SR V -3 Item No. 5.1 A Page No. 29 | Sqm | 43.05 | 43.05 | 581.25 | False | None | None | False | None | False | 25022.8125 | 0 |
| 3264881 | 113105 | None | code141 | Bituminous Macadam Grading - II for traffic 20 MSA A Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG- 30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction PWD SR V -3 Item No. 5.8 (ii)A Page No. 32 | Cum | 8121.75 | 8121.75 | 29.0625 | False | None | None | False | None | False | 236038.359375 | 0 |
| 3264882 | 113105 | None | code142 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD SR V -3 Item No. 5.3 Page No. 29 | Sqm | 12.6 | 12.6 | 581.25 | False | None | None | False | None | False | 7323.75 | 0 |
| 3264883 | 113105 | None | code143 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a reviously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. PWD SR Vol:3 item no.5.31 -A (i) page no.145 | Cum | 10659.6 | 10659.6 | 14.5313 | False | None | None | False | None | False | 154897.84548 | 0 |
| 3264884 | 113105 | None | code144 | 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 1.14.1 In all kinds of soils Depth upto 3 m PWD SR V -1 Item No. 1.14.1 Page No. 08 | Cum | 107.1 | 107.1 | 89.25 | False | None | None | False | None | False | 9558.675 | 0 |
| 3264885 | 113105 | None | code145 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR Vol:1 P.NO.15 I.No:2.1.3 | Cum | 6288.45 | 6288.45 | 12.325 | False | None | None | False | None | False | 77505.14625 | 0 |
| 3264886 | 113105 | None | code146 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -1 Item No. 2.4.2 Page No. 17 | Cum | 6639.15 | 6639.15 | 24.185 | False | None | None | False | None | False | 160567.84275 | 0 |
| 3264887 | 113105 | None | code147 | Appendix I Additionalities for Formwork, Centering & Scaffolding Vol-1, add 35% for Centring | Cum | 2323.7 | 2323.7 | 24.185 | False | None | None | False | None | False | 56198.6845 | 0 |
| 3264888 | 113105 | None | code148 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. PWD SR V -3 Item No. 2.11.h Page No. 18 | Tonne | 82961.55 | 82961.55 | 1.2093 | False | None | None | False | None | False | 100325.402415 | 0 |
| 3264889 | 113105 | None | code149 | 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 1.14.1 In all kinds of soils Depth upto 3 m PWD SR V -1 Item No. 1.14.1 Page No. 08 | Cum | 107.1 | 107.1 | 220.5 | False | None | None | False | None | False | 23615.55 | 0 |
| 3264890 | 113105 | None | code150 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR Vol:1 P.NO.15 I.No:2.1.3 | Cum | 6288.45 | 6288.45 | 31.5 | False | None | None | False | None | False | 198086.175 | 0 |
| 3264891 | 113105 | None | code151 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR V -1 Item No. 2.4.2 Page No. 17 | Cum | 6639.15 | 6639.15 | 85.05 | False | None | None | False | None | False | 564659.7075 | 0 |
| 3264892 | 113105 | None | code152 | Appendix I Additionalities for Formwork, Centering & Scaffolding Vol-1, add 35% for Centring | Cum | 2323.7 | 2323.7 | 85.05 | False | None | None | False | None | False | 197630.685 | 0 |
| 3264893 | 113105 | None | code153 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. PWD SR V -3 Item No. 2.11.h Page No. 18 | Tonne | 82961.55 | 82961.55 | 4.2525 | False | None | None | False | None | False | 352793.991375 | 0 |