| 3635922 | 132267 | None | code01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work as per directions o with all lead and lift. | Cum | 86.14 | 86.14 | 763.43 | False | None | None | False | None | False | 65761.8602 | 0 |
| 3635923 | 132267 | None | code02 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(Without Roller Compaction) as per directions of Engineer-in-charge with all lead and lift. | Cum | 450.64 | 450.64 | 724.05 | False | None | None | False | None | False | 326285.892 | 0 |
| 3635924 | 132267 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. as per directions of Engineer-in-charge with all lead and lift. | Cum | 6143.08 | 6143.08 | 75.74 | False | None | None | False | None | False | 465276.8792 | 0 |
| 3635925 | 132267 | None | code04 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) as per directions of Engineer-in-charge with all lead and lift. | Cum | 5605.0 | 5605.0 | 90.19 | False | None | None | False | None | False | 505514.95 | 0 |
| 3635926 | 132267 | None | code05 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work with all lead and lift | Cum | 7894.2 | 7894.2 | 105.76 | False | None | None | False | None | False | 834890.592 | 0 |
| 3635927 | 132267 | None | code06 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates as per directions of Engineer-in-charge with all lead and lift. | Cum | 6759.04 | 6759.04 | 71.12 | False | None | None | False | None | False | 480702.9248 | 0 |
| 3635928 | 132267 | None | code07 | 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. in foundation (Incl formwork and excluding cost of steel reinforcement) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per directions of Engineer-in-charge with all lead and lift. | Cum | 7878.34 | 7878.34 | 56.14 | False | None | None | False | None | False | 442290.0076 | 0 |
| 3635929 | 132267 | None | code08 | 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. in Columns (Incl formwork and excluding cost of steel reinforcement) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per directions of Engineer-in-charge with all lead and lift. | Cum | 12401.09 | 12401.09 | 45.18 | False | None | None | False | None | False | 560281.2462 | 0 |
| 3635930 | 132267 | None | code09 | 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. in RCC walls/Beams (Incl formwork and excluding cost of steel reinforcement) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per directions of Engineer-in-charge with all lead and lift. | Cum | 10942.14 | 10942.14 | 219.72 | False | None | None | False | None | False | 2404207.0008 | 0 |
| 3635931 | 132267 | None | code10 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). RCC M25 Design Mix with 20mm aggregate for level 0m to 6m height as per directions of Engineer-in-charge with all lead and lift. | Cum | 9784.56 | 9784.56 | 19.18 | False | None | None | False | None | False | 187667.8608 | 0 |
| 3635932 | 132267 | None | code11 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height as per directions of Engineer-in-charge with all lead and lift. | Cum | 16202.58 | 16202.58 | 28.8 | False | None | None | False | None | False | 466634.304 | 0 |
| 3635933 | 132267 | None | code12 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging.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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. as per directions of Engineer-in-charge with all lead and lift. | Cum | 23959.9 | 23959.9 | 56.25 | False | None | None | False | None | False | 1347744.375 | 0 |
| 3635934 | 132267 | None | code13 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20bags)).RCC M30 Design Mix with 20mm aggregate for level and upto 9-12 m height as per directions of Engineer-in-charge with all lead and lift. | Cum | 27416.12 | 27416.12 | 26.3 | False | None | None | False | None | False | 721043.956 | 0 |
| 3635935 | 132267 | None | code14 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) with all lead and lift as per directions of Engineer-in-charge with all lead and lift. | Kgs | 108.56 | 108.56 | 45209.99 | False | None | None | False | None | False | 4907996.5144 | 0 |
| 3635936 | 132267 | None | code15 | Flooring with 25mm thick polished tandur blue stone 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. as per directions of Engineer-in-charge with all lead and lift. | Sqm | 1420.72 | 1420.72 | 661.21 | False | None | None | False | None | False | 939394.2712 | 0 |
| 3635937 | 132267 | None | code16 | 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 steel windows by welding as per directions of Engineer-in-charge with all lead and lift. | Kgs | 171.1 | 171.1 | 12266.42 | False | None | None | False | None | False | 2098784.462 | 0 |
| 3635938 | 132267 | None | code17 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. | Sqm | 251.34 | 251.34 | 2228.38 | False | None | None | False | None | False | 560081.0292 | 0 |
| 3635939 | 132267 | None | code18 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 | Sqm | 123.9 | 123.9 | 2449.94 | False | None | None | False | None | False | 303547.566 | 0 |
| 3635940 | 132267 | None | code19 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 2961.8 | 2961.8 | 11.72 | False | None | None | False | None | False | 34712.296 | 0 |
| 3635941 | 132267 | None | code20 | Providing & 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 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) with all lead and lift and as directed by Engineer in charge of the work | Sqm | 7564.98 | 7564.98 | 23.04 | False | None | None | False | None | False | 174297.1392 | 0 |
| 3635942 | 132267 | None | code21 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) with all lead and lift and as directed by Engineer in charge of the work | Sqm | 5746.6 | 5746.6 | 8.64 | False | None | None | False | None | False | 49650.624 | 0 |
| 3635943 | 132267 | None | code22 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 77.88 | 77.88 | 2787.12 | False | None | None | False | None | False | 217060.9056 | 0 |
| 3635944 | 132267 | None | code23 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Kgs | 160.48 | 160.48 | 5222.3 | False | None | None | False | None | False | 838074.704 | 0 |
| 3635945 | 132267 | None | code24 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per directions of Engineer-in-charge. | Sqm | 656.08 | 656.08 | 207.94 | False | None | None | False | None | False | 136425.2752 | 0 |
| 3635946 | 132267 | None | code25 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) as per directions of Engineer-in-charge. | Rmtr | 425.98 | 425.98 | 15.29 | False | None | None | False | None | False | 6513.2342 | 0 |
| 3635947 | 132267 | None | code26 | Painting with synthetic enamel 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 specifications and as per directions of Engineer-in-charge. | Sqm | 106.2 | 106.2 | 1063.46 | False | None | None | False | None | False | 112939.452 | 0 |
| 3635948 | 132267 | None | code27 | Providing Mathi/Nandi 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 as per directions of Engineer-in-charge with all lead and lift. | Cum | 88905.92 | 88905.92 | 2.6924 | False | None | None | False | None | False | 239370.299008 | 0 |
| 3635949 | 132267 | None | code28 | Providing and fixing in position fully panelled Mathi/Nandi 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) as per directions of Engineer-in-charge with all lead and lift. | Sqm | 5376.08 | 5376.08 | 10.08 | False | None | None | False | None | False | 54190.8864 | 0 |
| 3635950 | 132267 | None | code29 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre as per specifications and as per directions of Engineer in charge | Sqm | 48.38 | 48.38 | 20.16 | False | None | None | False | None | False | 975.3408 | 0 |
| 3635951 | 132267 | None | code30 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 1752.3 | 1752.3 | 3.0 | False | None | None | False | None | False | 5256.9 | 0 |
| 3635952 | 132267 | None | code31 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | cm | 3.54 | 3.54 | 9750.0 | False | None | None | False | None | False | 34515.0 | 0 |
| 3635953 | 132267 | None | code32 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m as per directions of Engineer-in-charge with all lead and lift. | Cum | 554.6 | 554.6 | 243.0 | False | None | None | False | None | False | 134767.8 | 0 |
| 3635954 | 132267 | None | code33 | 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. as per directions of the Engineer-in-Charge with all lead and lift. | Cum | 240.72 | 240.72 | 243.0 | False | None | None | False | None | False | 58494.96 | 0 |
| 3635955 | 132267 | None | code34 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 75mm dia., 6 kg/sqcm & class 3 with all lead and lift as per directions of the Engineer-in-Charge. | Rmtr | 312.23 | 312.23 | 600.0 | False | None | None | False | None | False | 187338.0 | 0 |
| 3635956 | 132267 | None | code35 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 80 mm dia GM (Copper alloy) Gate valves with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 2244.36 | 2244.36 | 14.0 | False | None | None | False | None | False | 31421.04 | 0 |
| 3635957 | 132267 | None | code36 | Providing and placing on terrace, polyethylene water storage tanks 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 of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22 For 1000 Ltrs with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 8057.04 | 8057.04 | 2.0 | False | None | None | False | None | False | 16114.08 | 0 |
| 3635958 | 132267 | None | code37 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete as per directions of Engineer-in-charge. | Rmtr | 3656.82 | 3656.82 | 11.1 | False | None | None | False | None | False | 40590.702 | 0 |
| 3635959 | 132267 | None | code38 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 10mm as per directions of Engineer-in-charge. | Rmtr | 5601.46 | 5601.46 | 64.8 | False | None | None | False | None | False | 362974.608 | 0 |
| 3635960 | 132267 | None | code39 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement
steel. For over head tanks upto 2.5 lakhs capacity with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 6785.0 | 6785.0 | 3.0 | False | None | None | False | None | False | 20355.0 | 0 |
| 3635961 | 132267 | None | code40 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 2490.98 | 2490.98 | 3.0 | False | None | None | False | None | False | 7472.94 | 0 |
| 3635962 | 132267 | None | code41 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . For DI/CI puddle flanges of 150mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 2725.8 | 2725.8 | 6.0 | False | None | None | False | None | False | 16354.8 | 0 |
| 3635963 | 132267 | None | code42 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . For DI/CI puddle flanges of 100mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 2132.26 | 2132.26 | 9.0 | False | None | None | False | None | False | 19190.34 | 0 |
| 3635964 | 132267 | None | code43 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . For DI/CI puddle flanges of 80mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 1800.68 | 1800.68 | 3.0 | False | None | None | False | None | False | 5402.04 | 0 |
| 3635965 | 132267 | None | code44 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Rmtr | 4665.9 | 4665.9 | 198.0 | False | None | None | False | None | False | 923848.2 | 0 |
| 3635966 | 132267 | None | code45 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia. For double flanged CI pipes of 150mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Rmtr | 7498.25 | 7498.25 | 45.0 | False | None | None | False | None | False | 337421.25 | 0 |
| 3635967 | 132267 | None | code46 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia. For double flanged CI pipes of 80mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Rmtr | 3512.57 | 3512.57 | 45.0 | False | None | None | False | None | False | 158065.65 | 0 |
| 3635968 | 132267 | None | code47 | Supplying Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 80 X 900 with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 2790.7 | 2790.7 | 3.0 | False | None | None | False | None | False | 8372.1 | 0 |
| 3635969 | 132267 | None | code48 | Supplying Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 100 X 900 with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 3614.34 | 3614.34 | 3.0 | False | None | None | False | None | False | 10843.02 | 0 |
| 3635970 | 132267 | None | code49 | Supplying Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 150 X 900 with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 6091.16 | 6091.16 | 3.0 | False | None | None | False | None | False | 18273.48 | 0 |
| 3635971 | 132267 | None | code50 | Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder orliquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN 10.0 80mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 13512.18 | 13512.18 | 3.0 | False | None | None | False | None | False | 40536.54 | 0 |
| 3635972 | 132267 | None | code51 | Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder orliquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN 10.0 100mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 13185.32 | 13185.32 | 6.0 | False | None | None | False | None | False | 79111.92 | 0 |
| 3635973 | 132267 | None | code52 | Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder orliquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN 10.0 150mm dia with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 20406.92 | 20406.92 | 3.0 | False | None | None | False | None | False | 61220.76 | 0 |
| 3635974 | 132267 | None | code53 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 2.5 m depth with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 4704.66 | 4704.66 | 9.0 | False | None | None | False | None | False | 42341.94 | 0 |
| 3635975 | 132267 | None | code54 | Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: For Over Head Tanks upto 12m staging with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 12293.24 | 12293.24 | 3.0 | False | None | None | False | None | False | 36879.72 | 0 |
| 3635976 | 132267 | None | code55 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 56" Sweep (1400 mm) Regular model with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 2560.6 | 2560.6 | 4.0 | False | None | None | False | None | False | 10242.4 | 0 |
| 3635977 | 132267 | None | code56 | to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should lesser than 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 laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 15W, 6500K with all lead and lift as per directions of the Engineer-in-Charge. | Nos | 397.66 | 397.66 | 9.0 | False | None | None | False | None | False | 3578.94 | 0 |
| 3635978 | 132267 | None | code57 | Supplying heavy gauge PVC conduit pipe 25 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary. (25 mm dia 2 mm thick) as per directions of Engineer-in-charge. | Rmtr | 82.6 | 82.6 | 90.0 | False | None | None | False | None | False | 7434.0 | 0 |
| 3635979 | 132267 | None | code58 | Supplying heavy gauge PVC Conduit Pipe 25mm dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. as per directions of Engineer-in-charge. | Rmtr | 94.4 | 94.4 | 90.0 | False | None | None | False | None | False | 8496.0 | 0 |
| 3635980 | 132267 | None | code59 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 9" x 3" (300 x 228 x 76 mm) with all lead and lift and as directed by Engineer in charge of the work | Nos | 123.9 | 123.9 | 6.0 | False | None | None | False | None | False | 743.4 | 0 |
| 3635981 | 132267 | None | code60 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3m from tapping point to out let via switch with all lead and lift and as directed by Engineer in charge of the work | Nos | 676.14 | 676.14 | 6.0 | False | None | None | False | None | False | 4056.84 | 0 |
| 3635982 | 132267 | None | code61 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3m from tapping point to out let via switch with all lead and lift and as directed by Engineer in charge of the work | Nos | 325.68 | 325.68 | 10.0 | False | None | None | False | None | False | 3256.8 | 0 |
| 3635983 | 132267 | None | code62 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point upto 3m from tapping point to out let via switch with all lead and lift and as directed by Engineer in charge of the work | Nos | 455.48 | 455.48 | 10.0 | False | None | None | False | None | False | 4554.8 | 0 |
| 3635984 | 132267 | None | code63 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6mf rom tapping point to out let via switch with all lead and lift and as directed by Engineer in charge of the work | Nos | 669.06 | 669.06 | 10.0 | False | None | None | False | None | False | 6690.6 | 0 |
| 3635985 | 132267 | None | code64 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010 4C x 2.5 mm2 with all lead and lift and as directed by Engineer in charge of the work | Rmtr | 166.38 | 166.38 | 400.0 | False | None | None | False | None | False | 66552.0 | 0 |
| 3635986 | 132267 | None | code65 | Supplying 6A flush/projected type socket and 6 amps flush/projected type SP switch either surface/flush mounting in a existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required. 6Amps 3/5 Way with all lead and lift and as directed by Engineer in charge of the work | Nos | 168.74 | 168.74 | 36.0 | False | None | None | False | None | False | 6074.64 | 0 |
| 3635987 | 132267 | None | code66 | Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulators etc., and fixing on existing wooden or metal box using N.F. screws. with all lead and lift and as directed by Engineer in charge of the work | Sq CM | 0.34 | 0.34 | 9000.0 | False | None | None | False | None | False | 3060.0 | 0 |
| 3635988 | 132267 | None | code67 | Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size 110 mm conduit using necessary machine screws. with all lead and lift and as directed by Engineer in charge of the work | Nos | 14.16 | 14.16 | 8.0 | False | None | None | False | None | False | 113.28 | 0 |
| 3635989 | 132267 | None | code68 | Supplying & Fixing of 230 V 20/40 W Fluorescent Lamp holder with all lead and lift and as directed by Engineer in charge of the work | Nos | 20.06 | 20.06 | 12.0 | False | None | None | False | None | False | 240.72 | 0 |
| 3635990 | 132267 | None | code69 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. with all lead and lift and as directed by Engineer in charge of the work | Nos | 191.16 | 191.16 | 4.0 | False | None | None | False | None | False | 764.64 | 0 |
| 3635991 | 132267 | None | code70 | 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. 6-32 A SP with all lead and lift and as directed by Engineer in charge of the work | Nos | 1536.36 | 1536.36 | 6.0 | False | None | None | False | None | False | 9218.16 | 0 |
| 3635992 | 132267 | None | code71 | 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. 6-32 A SP with all lead and lift and as directed by Engineer in charge of the work | Nos | 617.14 | 617.14 | 6.0 | False | None | None | False | None | False | 3702.84 | 0 |
| 3635993 | 132267 | None | code72 | 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. 6-32 A DP with all lead and lift and as directed by Engineer in charge of the work | Nos | 1301.54 | 1301.54 | 3.0 | False | None | None | False | None | False | 3904.62 | 0 |
| 3635994 | 132267 | None | code73 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. with all lead and lift and as directed by Engineer in charge of the work | Nos | 4425.0 | 4425.0 | 2.0 | False | None | None | False | None | False | 8850.0 | 0 |
| 3635995 | 132267 | None | code74 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. 300 mm x 300 mm x 214 mm with all lead and lift and as directed by Engineer in charge of the work | Nos | 4783.72 | 4783.72 | 2.0 | False | None | None | False | None | False | 9567.44 | 0 |
| 3635996 | 132267 | None | code75 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1500 mm Standard 40/50 mm dia with all lead and lift and as directed by Engineer in charge of the work | Nos | 2175.92 | 2175.92 | 12.0 | False | None | None | False | None | False | 26111.04 | 0 |
| 3635997 | 132267 | None | code76 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fxture with ........W System Power consumption. LED Effciencygreater than130lm/w, nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certifed agency & Design & Development facility certifed by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 70 Watts with all lead and lift and as directed by Engineer in charge of the work | Nos | 7026.9 | 7026.9 | 12.0 | False | None | None | False | None | False | 84322.8 | 0 |