| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1707826980000 | 0 | None | None | Lift Irrigation Scheme | CC Lining to Main Canal and Construction of Watchman Quarter of Nittur (B) LIS taluka Bhalki District Bidar (CC Lining) | 11863196.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2579035 | 79700 | None | SR Vol 4B It No 6.26 Pg 40 | Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 9.87 | 9.87 | 4000.0 | False | None | None | False | None | False | 39480.0 | 0 | | 2579036 | 79700 | None | SR Vol 4 It No 8.2.1 Pg 101 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Each | 26.78 | 26.78 | 257.0 | False | None | None | False | None | False | 6882.46 | 0 | | 2579037 | 79700 | None | SR Vol 1 It No 1.4.1 Pg 5 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 254.1 | 254.1 | 865.5 | False | None | None | False | None | False | 219923.55 | 0 | | 2579038 | 79700 | None | SR Vol 3 It No 2.8 202(ii)a Pg 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement oncrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 In all kinds of soils Depth upto 3 m with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 754.95 | 754.95 | 128.25 | False | None | None | False | None | False | 96822.3375 | 0 | | 2579039 | 79700 | None | SR Vol 4 It No 3.20 Pg 50 | Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile and all other ancillary operations complete a) In ordinary/ Soft rock without blasting upto 1.50 m with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 761.25 | 761.25 | 1278.0 | False | None | None | False | None | False | 972877.5 | 0 | | 2579040 | 79700 | None | SR Vol 4 It No 3.26.1 Pg 51 | Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 6369.3 | 6369.3 | 294.0 | False | None | None | False | None | False | 1872574.2 | 0 | | 2579041 | 79700 | None | SR Vol 4 It No 3.26.1 Pg 51 | Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 8688.75 | 8688.75 | 224.25 | False | None | None | False | None | False | 1948452.1875 | 0 | | 2579042 | 79700 | None | SR Vol 1 It No 1.8 Pg 33 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 497.7 | 497.7 | 4820.42 | False | None | None | False | None | False | 2399123.034 | 0 | | 2579043 | 79700 | None | SR Vol 1 It No 2.2.2 Pg 15 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications a) M25 Design Mix Using 20 mm nominal size graded crushed coarse
aggregatescoarse aggregates with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 7286.4 | 7286.4 | 56.0 | False | None | None | False | None | False | 408038.4 | 0 | | 2579044 | 79700 | None | SR Vol 4 It No 7.28 Pg 98 | Design, manufacturing, supply, errection, trail running, rformance test and commissioning of centrifugal pump of approved make conforming to IS:12699 (1989) (Reaffirmed 2009) having specified pump output under specified operating head coupled to HT/LT ,WITH motor of adeuate HP rating operating at suitable KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and saftey device& all necessary works complete as per specification UPTO 3500 HP with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | HP | 11025.0 | 11025.0 | 100.0 | False | None | None | False | None | False | 1102500.0 | 0 | | 2579045 | 79700 | None | SR Vol 2 It No 20.119 Pg 208 | Chipping unsound weak concrete material from slabs. Beams, columns & roofs upto 50mm by manual means or by standard power driven percussion type including cleaning reinforcement with wire brush complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 151.2 | 151.2 | 60.48 | False | None | None | False | None | False | 9144.576 | 0 | | 2579046 | 79700 | None | SR Vol 2 It Sl No 288 Pg A20 | Epoxy based bonding adhesive with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Kg | 771.75 | 771.75 | 34.0 | False | None | None | False | None | False | 26239.5 | 0 | | 2579047 | 79700 | None | SR Vol 4 It No 6.6 Pg No 74 | Design, fabrication, supply, erection, testing and commissioning of vertical lift sliding type all interchangeable (except bottom element) stoplog gate elements consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks, guide shoes, rubber seals, clamps with all accessories for spillway including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. """"Design, fabrication, supply, erection, testing and commissioning of vertical lift sliding type all interchangeable (except bottom element) stoplog gate elements consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks, guide shoes, rubber seals, clamps with all accessories for spillway including cost
of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | t | 147315.0 | 147315.0 | 16.88 | False | None | None | False | None | False | 2486677.2 | 0 | | 2579048 | 79700 | None | SR Vol 4 It No 8.22 Pg No 104 | Cleaning gates / hoists / embedded parts for re-painting by removing rust, old paint, grease by using wire brush, scrubber, rust remover including cost of all materials, labour, machinery, scaffolding, applying a coat of rust inhibitive compound with all other ancillary operations complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 99.75 | 99.75 | 93.6 | False | None | None | False | None | False | 9336.6 | 0 | | 2579049 | 79700 | None | SR Vol 3 It No 2.8 202(ii)a Pg 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement oncrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 754.95 | 754.95 | 3.56 | False | None | None | False | None | False | 2687.622 | 0 | | 2579050 | 79700 | None | SR Vol 3 It No 8.58.c Pg No 80 | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.600 mm dia with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | m | 2001.3 | 2001.3 | 25.0 | False | None | None | False | None | False | 50032.5 | 0 | | 2579051 | 79700 | None | SR Vol 4 It No 4.13.3 Pg No 61 | Laying and jointing NP- 2 class hume pipes in CM 1 : 2 proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing and all other ancillary operations complete 600 dia with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Joint | 837.9 | 837.9 | 10.0 | False | None | None | False | None | False | 8379.0 | 0 | | 2579052 | 79700 | None | SR Vol 1 It No 2.2.1 Pg 15 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 7261.49 | 7261.49 | 1.78 | False | None | None | False | None | False | 12925.4522 | 0 | | 2579053 | 79700 | None | SR Vol 4 It No 3.41.2 Pg 54 | Providing and constructing dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing/ wedging stone chips, finishing and all other ancillary operations complete 300mm thick with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 477.75 | 477.75 | 400.0 | False | None | None | False | None | False | 191100.0 | 0 |
| | 1707826980000 | 0 | None | None | Lift Irrigation Scheme | CC Lining to Main Canal and Construction of Watchman Quarter of Nittur (B) LIS taluka Bhalki District Bidar (Building and Electrical) | 2468455.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2579054 | 79701 | None | KPWD SR Vol-1 tem Code 1.14.1,P G 09 | Building: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 107.1 | 107.1 | 93.7 | False | None | None | False | None | False | 10035.27 | 0 | | 2579055 | 79701 | None | KPWD SR Vol-1 Item Code 1.14.1 P G 09 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 122.85 | 122.85 | 2.2 | False | None | None | False | None | False | 270.27 | 0 | | 2579056 | 79701 | None | KPWD SR Vol-1 Item No.2.1.3 Pg 60 | 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 and down size graded crushed coarse aggregates with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 6288.45 | 6288.45 | 18.14 | False | None | None | False | None | False | 114072.483 | 0 | | 2579057 | 79701 | None | KPWD SR Vol-1 Item No.2.2.3 Pg 15 | 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, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. [Footings & Coloumns]with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 6652.8 | 6652.8 | 9.72 | False | None | None | False | None | False | 64665.216 | 0 | | 2579058 | 79701 | None | KPWD SR Vol-1 Item Code 5.1.1,P G 09 | 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) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 5891.55 | 5891.55 | 40.5 | False | None | None | False | None | False | 238607.775 | 0 | | 2579059 | 79701 | None | KPWD SR Vol-1 Item No.2.2.3 Pge 15 | 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, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Plinth Beam)with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 6652.8 | 6652.8 | 7.245 | False | None | None | False | None | False | 48199.536 | 0 | | 2579060 | 79701 | None | KPWD SR Vol-1 Item Code 1.9 P G 07 | 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. (3-Layers) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 279.3 | 279.3 | 72.89 | False | None | None | False | None | False | 20358.177 | 0 | | 2579061 | 79701 | None | KPWD SR Vol-2 Item Code 6.6,P G 13 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks 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 lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 9094.05 | 9094.05 | 11.11 | False | None | None | False | None | False | 101034.8955 | 0 | | 2579062 | 79701 | None | KPWD SR Vol-2 Item Code 6.15,P G 14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 1084.65 | 1084.65 | 14.47 | False | None | None | False | None | False | 15694.8855 | 0 | | 2579063 | 79701 | None | KPWD SR Vol-1 Item No.2.1.4 Pg 60 | 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. (Sill) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 6527.85 | 6527.85 | 1.74 | False | None | None | False | None | False | 11358.459 | 0 | | 2579064 | 79701 | None | KPWD SR Vol-1 Item No.2.2.3 Pg 15 | Providing and laying in position Cement Concrete for all Super structures of building Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Chejja with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Cum | 6961.5 | 6961.5 | 0.162 | False | None | None | False | None | False | 1127.763 | 0 | | 2579065 | 79701 | None | KPWD SR Vol-2 Item No.8.2.1 Pg 14 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (lintels) with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Cum | 6961.5 | 6961.5 | 1.92 | False | None | None | False | None | False | 13366.08 | 0 | | 2579066 | 79701 | None | KPWD SR Vol-2 Item No.8.2.1 Pg 14 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Roof Beam) with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Cum | 6961.5 | 6961.5 | 4.83 | False | None | None | False | None | False | 33624.045 | 0 | | 2579067 | 79701 | None | KPWD SR Vol-2 Item No.12.12 Pg 99 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Cum | 6961.5 | 6961.5 | 11.47 | False | None | None | False | None | False | 79848.405 | 0 | | 2579068 | 79701 | None | KPWD SR Vol-2 Item No.15.1 Pg 149 | 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 specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 857.85 | 857.85 | 78.88 | False | None | None | False | None | False | 67667.208 | 0 | | 2579069 | 79701 | None | KPWD SR Vol-2 Item No.8.4.1 Pg 14 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Ceiling) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 339.15 | 339.15 | 49.24 | False | None | None | False | None | False | 16699.746 | 0 | | 2579070 | 79701 | None | KPWD SR Vol-2 Item No.8.2.1 Pg 14 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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.(Inside Walls) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 309.75 | 309.75 | 173.04 | False | None | None | False | None | False | 53599.14 | 0 | | 2579071 | 79701 | None | KPWD SR Vol-2 Item No.8.3.1 Pg 14 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. (Outside Wall) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 371.7 | 371.7 | 194.31 | False | None | None | False | None | False | 72225.027 | 0 | | 2579072 | 79701 | None | KPWD SR Vol-2 Item No.12.12 Pg 99 | 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 with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 130412.1 | 130412.1 | 0.24 | False | None | None | False | None | False | 31298.904 | 0 | | 2579073 | 79701 | None | KPWD SR Vol 2 ItemNo 12.52 Pg 104 Rate 73.00 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding oldfast 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 lifts including loading and unloading as per the direction of the Engineer incharge of the work
| No | 811.65 | 811.65 | 4.0 | False | None | None | False | None | False | 3246.6 | 0 | | 2579074 | 79701 | None | KPWD SR Vol-2 Item No.12.32 Pg 101 | Providing and fixing in position Mathi / Nandi wood fully panelled shutters for windows with stiles and rails of 25mm. thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 6134.1 | 6134.1 | 8.82 | False | None | None | False | None | False | 54102.762 | 0 | | 2579075 | 79701 | None | KPWD SR Vol-2 Item No.8.77 Pg 54 | Melamine polishing on wood work one coat 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 with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 111.3 | 111.3 | 8.82 | False | None | None | False | None | False | 981.666 | 0 | | 2579076 | 79701 | None | KPWD SR Vol-2 Item no 12.54 Pg 104 Rate 318.00 | Providing and fixing PVC Hollow Door Frame of the size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. Square tube. The two vertical door profiles are to be reinforced with 19x19 mm M.S. Square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door screws through the frame by using PVC fasteners. A minimum of 4 Nos of screws to be provided for each vertical member & minimum 2 Nos. for horizontal member with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| m | 333.9 | 333.9 | 8.12 | False | None | None | False | None | False | 2711.268 | 0 | | 2579077 | 79701 | None | KPWD SR Vol-2 Item No.12.55.1 Pg 104 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cementadhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.with both side prelam with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Sqm | 2484.3 | 2484.3 | 8.12 | False | None | None | False | None | False | 20172.516 | 0 | | 2579078 | 79701 | None | KPWD SR Vol-2 Item No.11.34B Pg 86 | 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 with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Kg | 192.15 | 192.15 | 210.0 | False | None | None | False | None | False | 40351.5 | 0 | | 2579079 | 79701 | None | KPWD SR Vol-2 Item No.11.34B Pg 86 | 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 Engineerin-Charge with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Kg | 192.15 | 192.15 | 300.0 | False | None | None | False | None | False | 57645.0 | 0 | | 2579080 | 79701 | None | KPWD SR Vol-2 Item No.12.84 Pg 109 | 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 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, stand ard 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 of all fixtures and separate charges for minor T&P's shall not be made) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 5274.15 | 5274.15 | 8.12 | False | None | None | False | None | False | 42826.098 | 0 | | 2579081 | 79701 | None | KPWD SR Vol-2 Item No.18.3 Pg 182 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12-6 mm insulated glass double glazed vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface No 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2 For payment only the actual area of glass on face No 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face No 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 percent, Light reflection internal 10 to 15percent, light reflection external 10 to 20 percent, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 3195.15 | 3195.15 | 8.12 | False | None | None | False | None | False | 25944.618 | 0 | | 2579082 | 79701 | None | PWD SR Vol 1, P No.115, It No A-1 | Centering Works : Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. [PWD Vol I, Appendex I ],Percentage on finished rate of concrete per m3. a) Column footings with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 532.22 | 532.22 | 9.72 | False | None | None | False | None | False | 5173.1784 | 0 | | 2579083 | 79701 | None | PWD SR Vol 1,P.No.115, It. No.A1 | Centering Works : Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. PWD Vol I, Appendex I Percentage on finished rate of concrete per m3. b)Columns with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 4873.05 | 4873.05 | 6.08 | False | None | None | False | None | False | 29628.144 | 0 | | 2579084 | 79701 | None | PWD SR Vol 1, P.No.115, It.No.A-1 | Centering Works : Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. [PWD Vol I, Appendex I ],Percentage on finished rate of concrete per m3. c) Plinth Beam with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 3326.4 | 3326.4 | 7.245 | False | None | None | False | None | False | 24099.768 | 0 | | 2579085 | 79701 | None | PWD SR Vol 1 P.No.115, It. No.A1 | Centering Works: Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications PWD Vol I, Appendex I Percentage on finished rate of concrete per m3. d) Lintels with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 4176.9 | 4176.9 | 1.922 | False | None | None | False | None | False | 8028.0018 | 0 | | 2579086 | 79701 | None | PWD SR Vol 1, P.No.115, It.No.A-1 | Centering Works : Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. [PWD Vol I, Appendex I ],Percentage on finished rate of concrete per m3. e) Chejja with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 3132.68 | 3132.68 | 0.162 | False | None | None | False | None | False | 507.49416 | 0 | | 2579087 | 79701 | None | PWD SR Vol 1, P.No.115, It.No.A-1 | Centering Works : Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. [PWD Vol I, Appendex I ],Percentage on finished rate of concrete per m3. f) Roof Beam with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Cum | 4176.9 | 4176.9 | 4.83 | False | None | None | False | None | False | 20174.427 | 0 | | 2579088 | 79701 | None | PWD SR Vol 1, P.No.115, It.No.A-1 | Centering Works : Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. [PWD Vol I, Appendex I ],Percentage on finished rate of concrete per m3. g) Roof Slab with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 3480.75 | 3480.75 | 10.64 | False | None | None | False | None | False | 37035.18 | 0 | | 2579089 | 79701 | None | PWD SR Vol 1, P.No.115, It.No.A-1 | Centering Works : Providing & removing centering, shuttering, propping etc. & removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers & lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. [PWD Vol I, Appendex I ],Percentage on finished rate of concrete per m3. h) Staircase with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Cum | 3480.75 | 3480.75 | 1.03 | False | None | None | False | None | False | 3585.1725 | 0 | | 2579090 | 79701 | None | KPWD SR Vol-2 Item No.9.12.2 Pg 60 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 1202.25 | 1202.25 | 49.24 | False | None | None | False | None | False | 59198.79 | 0 | | 2579091 | 79701 | None | KPWD SR Vol-2 Item No.9.38 Pg 65 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 1461.6 | 1461.6 | 16.2 | False | None | None | False | None | False | 23677.92 | 0 | | 2579092 | 79701 | None | KPWD SR Vol-2 Item No.9.36 Pg 64 | Providing/Fixing 25mm thick polished Cuddapah 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 with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 1732.5 | 1732.5 | 21.33 | False | None | None | False | None | False | 36954.225 | 0 | | 2579093 | 79701 | None | KPWD SR Vol-1 Item No.2.11 Pg 90 | Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement complete as per drawing and technical specification.Building works including LABOUR for cutting, bending, shifting to site, tying and placing in position mazadoor machinery OH charges and CP with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| t | 93929.85 | 93929.85 | 4.66 | False | None | None | False | None | False | 437713.101 | 0 | | 2579094 | 79701 | None | KPWD SR Vol-2 Item No.8.51 Pg 50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Inside & Ceiling) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sqm | 105.0 | 105.0 | 222.29 | False | None | None | False | None | False | 23340.45 | 0 | | 2579095 | 79701 | None | KPWD SR Vol-2 Item No.8.39 Pg 48 | 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 specifications.(Inside & Ceiling)with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 133.35 | 133.35 | 222.29 | False | None | None | False | None | False | 29642.3715 | 0 | | 2579096 | 79701 | None | KPWD SR Vol-2 Item No.8.55.2 Pg 51 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 55.65 | 55.65 | 194.31 | False | None | None | False | None | False | 10813.3515 | 0 | | 2579097 | 79701 | None | KPWD SR Vol-2 Item No.8.55.2 Pg 51 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two coat applied @ 1.67 ltr/ 10 m²) on existing cement paint surface 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 Engineerin-charge. (Outside wall) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Sqm | 110.25 | 110.25 | 194.31 | False | None | None | False | None | False | 21422.6775 | 0 | | 2579098 | 79701 | None | KPWD SR Vol-2 Item No.8.41 Pg 53 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications with all lead and lifts including loading and unloading as per directions of Engineer-in-charge of the work | Sqm | 175.35 | 175.35 | 67.635 | False | None | None | False | None | False | 11859.79725 | 0 | | 2579099 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 1.2.1 | Electrification: Concealed Conduit System Supplying heavy gauge PVC conduit pipe 19/20 mm dia 2 mm thick confirming to IS 2509 with suitable size bends,
metal/PVC junction boxes, adhesive paste etc., and runningbefore concreting the slab. The conduit should be tied to thereinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered usingPVC end enclosures, run with 18SWG GI fish wire wherever necessary 25mm dia 2mm thick with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | m | 69.3 | 69.3 | 250.0 | False | None | None | False | None | False | 17325.0 | 0 | | 2579100 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 1.3.2 | Supplying heavy gauge PVC Conduit Pipe 25mm dia 2mm 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 up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| m | 82.95 | 82.95 | 250.0 | False | None | None | False | None | False | 20737.5 | 0 | | 2579101 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep junction box with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| m | 51.45 | 51.45 | 12.0 | False | None | None | False | None | False | 617.4 | 0 | | 2579102 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 1.6.3 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete 10"x7"x3" (254x178x76mm) with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Each | 117.6 | 117.6 | 12.0 | False | None | None | False | None | False | 1411.2 | 0 | | 2579103 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 1.12 | Supplying And Fixing Metal Fan Box with Round Hook with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| No | 168.0 | 168.0 | 4.0 | False | None | None | False | None | False | 672.0 | 0 | | 2579104 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 2.1.1 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 3Mtr from tapping point to out let via switch with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Point | 299.28 | 299.28 | 12.0 | False | None | None | False | None | False | 3591.36 | 0 | | 2579105 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 2.1.2 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 above 3Mtr upto 6Mtr from tapping point to out
let via switch with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Point | 413.7 | 413.7 | 12.0 | False | None | None | False | None | False | 4964.4 | 0 | | 2579106 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 2.1.3 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 6Mtr upto 10Mtr from tapping point to out
let via switch with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Point | 598.5 | 598.5 | 12.0 | False | None | None | False | None | False | 7182.0 | 0 | | 2579107 | 79701 | None | Electrical DSR It.no 2.5.2 | 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 suitabl 3C X 1.5Sq.mm with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | m | 75.6 | 75.6 | 220.0 | False | None | None | False | None | False | 16632.0 | 0 | | 2579108 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 2.5.3 | 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 suitabl 4C X 1.5Sq.mm with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | m | 98.7 | 98.7 | 220.0 | False | None | None | False | None | False | 21714.0 | 0 | | 2579109 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 3.1.1 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 6Amps 2 Way with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Each | 134.4 | 134.4 | 12.0 | False | None | None | False | None | False | 1612.8 | 0 | | 2579110 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 3.14.2 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.6Amps 2way Switch with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | No | 73.5 | 73.5 | 12.0 | False | None | None | False | None | False | 882.0 | 0 | | 2579111 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 3.5.1 | 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.1 to 3 Module with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Each | 143.85 | 143.85 | 22.0 | False | None | None | False | None | False | 3164.7 | 0 | | 2579112 | 79701 | None | Vol 6 Electrical DSR It No 3.5.3 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required No of machine screws bolts nuts etc complete on the existing metal or PVC box 4 module with all lead and lifts including loading and unloading as per the direction of the Engineer in charge of the work. | Each | 183.75 | 183.75 | 22.0 | False | None | None | False | None | False | 4042.5 | 0 | | 2579113 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 3.8 | Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Sq CM | 0.43 | 0.43 | 10000.0 | False | None | None | False | None | False | 4300.0 | 0 | | 2579114 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 6.3.2 | 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. 56" Sweep (1400 mm) Regular model with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Each | 3182.85 | 3182.85 | 4.0 | False | None | None | False | None | False | 12731.4 | 0 | | 2579115 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 13.7.1 | Fixing all types and all capacities of fluorescent / false ceiling/ spot light / CFL / LED fittings indoor on the wall / ceiling /rafters / girders using 23/0.0076” twin twisted PVC insulatedwires, required Nos of round blocks and clamps On wall/ ceiling / Rafter / Girders with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Each | 128.1 | 128.1 | 4.0 | False | None | None | False | None | False | 512.4 | 0 | | 2579116 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 13.11 | 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 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work
| Each | 330.75 | 330.75 | 8.0 | False | None | None | False | None | False | 2646.0 | 0 | | 2579117 | 79701 | None | DSR Vol. 6 Electrical DSR It.no 5.18.8 | 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 ,40 A TPN with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work | Each | 3196.2 | 3196.2 | 1.0 | False | None | None | False | None | False | 3196.2 | 0 | | 2579118 | 79701 | None | KPWD Common SR Vol-1 Item No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Columns) with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Cum | 6961.5 | 6961.5 | 6.08 | False | None | None | False | None | False | 42325.92 | 0 | | 2579119 | 79701 | None | KPWD Common SR Vol-2 Item Code:6.4,P G 13 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete with all lead and lifts including loading and unloading as per the directio of the Engineer in-charge of the work. | Cum | 9094.05 | 9094.05 | 29.48 | False | None | None | False | None | False | 268092.594 | 0 | | 2579120 | 79701 | None | 13.39 CSR Vol 5 Water supply DSR | Earthing: Providing 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 including loading and unloading as per the direction of Engineer in charge of the work. | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 2579121 | 79701 | None | CSR Vol 5 Water supply DSR It.no 13.3.20 | Providing lifting of submersible pumpset from well with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Each | 1575.0 | 1575.0 | 1.0 | False | None | None | False | None | False | 1575.0 | 0 |
| | 1707826981000 | 0 | None | None | Lift Irrigation Scheme | CC Lining to Main Canal and Construction of Watchman Quarter of Nittur (B) LIS taluka Bhalki District Bidar (Water supply) | 69615.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2579122 | 79702 | None | 16.7.2 | Providing and fixing normal gauge polythene pipes of approved quality with special flange compression type fittings of approved make including trench excavation and refilling etc. for EXTERNAL WORKS with: 32mm nominal bore pipes, From Sink & Urinal lines with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | m | 74.55 | 74.55 | 22.0 | False | None | None | False | None | False | 1640.1 | 0 | | 2579123 | 79702 | None | 657 | Providing PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | m | 129.15 | 129.15 | 22.0 | False | None | None | False | None | False | 2841.3 | 0 | | 2579124 | 79702 | None | 647 | Providing PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | m | 267.75 | 267.75 | 22.0 | False | None | None | False | None | False | 5890.5 | 0 | | 2579125 | 79702 | None | 13.31.2 | Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe
with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in
Charge. Concealed work, including cutting chases and making good the walls etc. for 20 mm nominal dia Pipes with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | m | 254.1 | 254.1 | 22.0 | False | None | None | False | None | False | 5590.2 | 0 | | 2579126 | 79702 | None | 13.32.4 | Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe
with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making
good the same including testing of joints
complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the alls etc. for 32 mm nominal
dia Pipes with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | m | 584.85 | 584.85 | 40.0 | False | None | None | False | None | False | 23394.0 | 0 | | 2579127 | 79702 | None | 13.33.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) External & Shafts & Terrace 20 mm nominal dia Pipes with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | m | 227.85 | 227.85 | 15.0 | False | None | None | False | None | False | 3417.75 | 0 | | 2579128 | 79702 | None | 13.33.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) External & Shafts & Terrace 32 mm nominal dia Pipes with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | m | 390.6 | 390.6 | 12.0 | False | None | None | False | None | False | 4687.2 | 0 | | 2579129 | 79702 | None | 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | l | 9.45 | 9.45 | 517.45 | False | None | None | False | None | False | 4889.9025 | 0 | | 2579130 | 79702 | None | 109 | Providing Brass full way valve with C.I. wheel (screwed end) 25 mm dia with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | No | 393.75 | 393.75 | 22.0 | False | None | None | False | None | False | 8662.5 | 0 | | 2579131 | 79702 | None | 1.5 | 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 n ordinary/soft rock without blasting upto 1.5 m depth For Sewer allround for Ducts with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Cum | 313.95 | 313.95 | 14.06 | False | None | None | False | None | False | 4414.137 | 0 | | 2579132 | 79702 | None | 1.9 | 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, with all lead and lift including loading and unloading as per the direction of Engineer in charge of the work. | Cum | 279.3 | 279.3 | 14.995 | False | None | None | False | None | False | 4188.1035 | 0 |
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