| 1719839963000 | 0 | None | None | Water /sewage treatment tanks | Construction of FSTP in Hangaragi village of Guledagudda Taluk Bagalakote Dist(3KLD) | 6368698.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3429639 | 121523 | None | AEEBDM001 | ESTIMATE OF SCREENING CHAMBER AND PLANTEDDRYING BED 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 ordinary/soft rock without blasting upto 3m depth Surface excavation, Excavation for percolate chambers | Cum | 425.0 | 425.0 | 437.7 | False | None | None | False | None | False | 186022.5 | 0 | | 3429640 | 121523 | None | AEEBDM002 | Rubble Soling Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications 'Soling bed for PDB | Cum | 2682.0 | 2682.0 | 70.44 | False | None | None | False | None | False | 188920.08 | 0 | | 3429641 | 121523 | None | AEEBDM003 | Plain Cement Concrete 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.PCC bed for PDBs, PCC bed for screen chamber base | Cum | 5989.0 | 5989.0 | 24.51 | False | None | None | False | None | False | 146790.39 | 0 | | 3429642 | 121523 | None | AEEBDM004 | 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 notexceeding 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 separatelyMix 1:2:4 (M15) Using 40 mm and down size gradedcrushed coarse aggregates) Sloping concrete in PDB | Cum | 6217.0 | 6217.0 | 3.07 | False | None | None | False | None | False | 19086.19 | 0 | | 3429643 | 121523 | None | AEEBDM005 | Reinforced Cement Concrete 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring & shuttering as per Appendix-I Long wall register side, Long wall, Short wall external wall, Short wall, Base slab (includes percolate slab), Percolate chamber walls (raft fold), Concrete pockets for hoisting roof, Screening Chamber wall | Cum | 6915.7 | 6915.7 | 144.5 | False | None | None | False | None | False | 999318.65 | 0 | | 3429644 | 121523 | None | AEEBDM006 | Reinforcement Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Total reinforcement at 100 kg/cum | Kg | 89457.0 | 89457.0 | 14.45 | False | None | None | False | None | False | 1292653.65 | 0 | | 3429645 | 121523 | None | AEEBDM007 | Plastering Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/ stone 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 long wall external register side, long wall external, short wall external, Internal wall register side, Internal wall, Internal walls, Internal bottom plastering, percolate wall plastering, Screening chamber walls (internal and external) | Sqm | 429.0 | 429.0 | 899.78 | False | None | None | False | None | False | 386005.62 | 0 | | 3429646 | 121523 | None | AEEBDM008 | Wastewater pipes Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 fortesting) etc 110 mm dia PDB inlet and distribution pipes, 110 mm dia vent pipe, 110 mm dia outlet to keep standing water, 110 mm dia vertical pipe to end cap | Mtr | 288.0 | 288.0 | 112.8 | False | None | None | False | None | False | 32486.4 | 0 | | 3429647 | 121523 | None | AEEBDM009 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee | No | 251.0 | 251.0 | 36.0 | False | None | None | False | None | False | 9036.0 | 0 | | 3429648 | 121523 | None | AEEBDM010 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia U-PVC double/ singlesocketed 90 bend (class III, 6kg/sqcm) confirming to IS:7834 110 mm dia PVC BEND | No | 492.0 | 492.0 | 48.0 | False | None | None | False | None | False | 23616.0 | 0 | | 3429649 | 121523 | None | AEEBDM011 | 160mm dia pipes for support | Mtr | 576.0 | 576.0 | 58.14 | False | None | None | False | None | False | 33488.64 | 0 | | 3429650 | 121523 | None | AEEBDM012 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 53 mm nominal size | Cum | 1470.97 | 1470.97 | 22.05 | False | None | None | False | None | False | 32434.8885 | 0 | | 3429651 | 121523 | None | AEEBDM013 | do 12.5 mm nominal size | Cum | 1628.27 | 1628.27 | 22.05 | False | None | None | False | None | False | 35903.3535 | 0 | | 3429652 | 121523 | None | AEEBDM014 | do 20 mm nominal size | Cum | 1628.27 | 1628.27 | 14.7 | False | None | None | False | None | False | 23935.569 | 0 | | 3429653 | 121523 | None | AEEBDM015 | do Sand/Artificial Sand/Manufactured Sand | Cum | 1785.57 | 1785.57 | 36.75 | False | None | None | False | None | False | 65619.6975 | 0 | | 3429654 | 121523 | None | AEEBDM016 | Precast CC slabs Providing, casting, curing and laying the following CC slabs, Percolate channel perforated slabs (880x500x75 mm) | Each | 201.76 | 201.76 | 48.0 | False | None | None | False | None | False | 9684.48 | 0 | | 3429655 | 121523 | None | AEEBDM017 | ESTIMATE OF INTEGRATED SETTLER AND ANAEROBIC FILTER Earthwork 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 ordinary/soft rock without blasting upto 1.5m depth Surface excavation for ISAF | Cum | 363.0 | 363.0 | 48.24 | False | None | None | False | None | False | 17511.12 | 0 | | 3429656 | 121523 | None | AEEBDM018 | Rubble Soling Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications Soling bed | Cum | 2682.0 | 2682.0 | 1.76 | False | None | None | False | None | False | 4720.32 | 0 | | 3429657 | 121523 | None | AEEBDM019 | Plain Cement Concrete (P.C.C) 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 PCC bed | Cum | 5989.0 | 5989.0 | 1.17 | False | None | None | False | None | False | 7007.13 | 0 | | 3429658 | 121523 | None | AEEBDM020 | Reinforced Cement Concrete (R.C.C) 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring & shuttering as per Appendix-I RCC base slab, RCC top slab , Deduction for maintenance cover openings | Cum | 9430.5 | 9430.5 | 3.29 | False | None | None | False | None | False | 31026.345 | 0 | | 3429659 | 121523 | None | AEEBDM021 | Reinforcement Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Total reinforcement @ 100 kg/cum | Tonne | 89457.0 | 89457.0 | 0.33 | False | None | None | False | None | False | 29520.81 | 0 | | 3429660 | 121523 | None | AEEBDM022 | Burnt Brick Masonry Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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 Long wall, Short wall | Cum | 8874.0 | 8874.0 | 7.38 | False | None | None | False | None | False | 65490.12 | 0 | | 3429661 | 121523 | None | AEEBDM023 | Solid Block Masonry Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications Perimetric support for perforated slabs, Center support | Sqm | 1310.0 | 1310.0 | 2.23 | False | None | None | False | None | False | 2921.3 | 0 | | 3429662 | 121523 | None | AEEBDM024 | Plastering 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 External Plastering, Long wall, Short wall, Internal Plastering Wall plastering for Settler and AF walls Base plastering for Settler and AF bottoms | Sqm | 354.0 | 354.0 | 54.08 | False | None | None | False | None | False | 19144.32 | 0 | | 3429663 | 121523 | None | AEEBDM025 | Wastewater pipes Providing and fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specifications.110 mm dia downtake pipe in settler, 110 mm dia settler outlet to AF, 110 mm dia downtake pipe in AF, 110 mm dia vent pipe in settler, 110 mm dia ISAF outlet to PGF | Mtr | 288.0 | 288.0 | 8.1 | False | None | None | False | None | False | 2332.8 | 0 | | 3429664 | 121523 | None | AEEBDM026 | 110 mm dia U-PVC equal Tee (class III, 6kg/sqcm) confirming to IS:7834 (tee fixing to DC inlet) | No | 251.0 | 251.0 | 6.0 | False | None | None | False | None | False | 1506.0 | 0 | | 3429665 | 121523 | None | AEEBDM027 | 110 mm dia U-PVC double/ single socketed 90 bend (class III, 6kg/sqcm) confirming to IS:7834 | No | 492.0 | 492.0 | 1.0 | False | None | None | False | None | False | 492.0 | 0 | | 3429666 | 121523 | None | AEEBDM028 | Precast Slabs Providing, casting, curing and laying the following CC slabs 600 mm x 600 mm x 50 mm, | Each | 263.52 | 263.52 | 2.0 | False | None | None | False | None | False | 527.04 | 0 | | 3429667 | 121523 | None | AEEBDM029 | do Perforated slabs 700 mm x 550 mm x 100 mm | Each | 563.65 | 563.65 | 4.0 | False | None | None | False | None | False | 2254.6 | 0 | | 3429668 | 121523 | None | AEEBDM030 | Laying cinder Procuring and lowering the cinder ballast in the AF chamber gently after washing for dust | Cum | 864.6 | 864.6 | 1.26 | False | None | None | False | None | False | 1089.396 | 0 | | 3429669 | 121523 | None | AEEBDM031 | ESTIMATE OF PLANTED GRAVEL FILTER AND COLLECTION TANK Earthwork 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 ordinary/soft rock without blasting upto 1.5m depth Surface excavation, Excavation for collection tank | Cum | 363.0 | 363.0 | 59.38 | False | None | None | False | None | False | 21554.94 | 0 | | 3429670 | 121523 | None | AEEBDM032 | Rubble Soling Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.Soling bed for PGF, Soling bed for Collection tank | Cum | 2682.0 | 2682.0 | 6.06 | False | None | None | False | None | False | 16252.92 | 0 | | 3429671 | 121523 | None | AEEBDM033 | Plain Cement Concrete (P.C.C) 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 machinery, curing, and all the other appurtenances required tocomplete 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 PCC base for PGF, PCC base for collection tank | Cum | 5989.0 | 5989.0 | 2.96 | False | None | None | False | None | False | 17727.44 | 0 | | 3429672 | 121523 | None | AEEBDM034 | Reinforced Cement Concrete 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring & shuttering as per Appendix-I Base slab for PGF, Base slab for Collection tank, Top slab for collection tank, Deduction | Cum | 9430.5 | 9430.5 | 5.99 | False | None | None | False | None | False | 56488.695 | 0 | | 3429673 | 121523 | None | AEEBDM035 | Reinforcement 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 Total reinforcement at 100 kg/cum | Tonne | 89457.0 | 89457.0 | 0.6 | False | None | None | False | None | False | 53674.2 | 0 | | 3429674 | 121523 | None | AEEBDM036 | Burnt Brick Masonry Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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 Long wall of PGF, Short wall of PGF, Long wall of Collection Tank, Long wall of Collection Tank | Cum | 8874.0 | 8874.0 | 6.08 | False | None | None | False | None | False | 53953.92 | 0 | | 3429675 | 121523 | None | AEEBDM037 | Plastering Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/ stone 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 External Plastering Long wall of PGF Short wall of PGF Long wall of collection tank Short wall of Collection tank, Internal Plastering Long wall of PGF Short wall of PGF Top of outer wall of PGF Base Plastering of PGF Long wall of collection tank Short wall of Collection tank Base Plastering of collection tank | Sqm | 429.0 | 429.0 | 75.04 | False | None | None | False | None | False | 32192.16 | 0 | | 3429676 | 121523 | None | AEEBDM038 | Wastewater Pipes Providing and fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specifications. 110 mm dia outlet to keep standing water, 110 mm nominal dia outlet to Collection tank | Mtr | 288.0 | 288.0 | 6.0 | False | None | None | False | None | False | 1728.0 | 0 | | 3429677 | 121523 | None | AEEBDM039 | do--- 110 mm nominal dia perforated launder pipe, 110 mm nominal dia (sampling pipe with perforation), 110mm nominal dia (perforated collection pipe ) | Mtr | 288.0 | 288.0 | 5.82 | False | None | None | False | None | False | 1676.16 | 0 | | 3429678 | 121523 | None | AEEBDM040 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Tee | No | 251.0 | 251.0 | 6.0 | False | None | None | False | None | False | 1506.0 | 0 | | 3429679 | 121523 | None | AEEBDM041 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia U-PVC double/ singlesocketed 90 bend (class III, 6kg/sqcm) confirming to IS:7834 110 mm dia PVC BEND | No | 492.0 | 492.0 | 4.0 | False | None | None | False | None | False | 1968.0 | 0 | | 3429680 | 121523 | None | AEEBDM042 | Filter media Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.100 mm and down nominal size of stone aggregate, | Cum | 1419.27 | 1419.27 | 2.16 | False | None | None | False | None | False | 3065.6232 | 0 | | 3429681 | 121523 | None | AEEBDM043 | do 20 mm nominal size | Cum | 1628.27 | 1628.27 | 2.1 | False | None | None | False | None | False | 3419.367 | 0 | | 3429682 | 121523 | None | AEEBDM044 | do 12.5 mm nominal size | Cum | 1628.27 | 1628.27 | 2.1 | False | None | None | False | None | False | 3419.367 | 0 | | 3429683 | 121523 | None | AEEBDM045 | ESTIMATE OF OPERATOR ROOM WITH TOILET BLOCK 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 ordinary/soft rock without blasting upto 1.5m depth Excavation for long wall Footings,Excavation for Short wall Footings | Cum | 363.0 | 363.0 | 30.79 | False | None | None | False | None | False | 11176.77 | 0 | | 3429684 | 121523 | None | AEEBDM046 | Soling Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications Soling bed for long wall, Soling bed for short wall, soling bed below toilet block & O R | Cum | 2682.0 | 2682.0 | 13.29 | False | None | None | False | None | False | 35643.78 | 0 | | 3429685 | 121523 | None | AEEBDM047 | Plain Cement Concrete 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 PCC base for long wall,PCC base for short wall | Cum | 5989.0 | 5989.0 | 0.83 | False | None | None | False | None | False | 4970.87 | 0 | | 3429686 | 121523 | None | AEEBDM048 | 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 notexceeding 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 separatelyMix 1:2:4 (M15) Using 40 mm and down size graded crushed coarse aggregates)PCC bed above soling at toilet block & O R | Cum | 6217.0 | 6217.0 | 2.03 | False | None | None | False | None | False | 12620.51 | 0 | | 3429687 | 121523 | None | AEEBDM049 | Size Stone Masonry Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand SSM for long wall course 1, SSM for Short wall course 1, SSM for long wall course 2, SSM for Short wall course 2 | Cum | 6389.0 | 6389.0 | 10.75 | False | None | None | False | None | False | 68681.75 | 0 | | 3429688 | 121523 | None | AEEBDM050 | Reinforced Cement Concrete 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including centring & shuttering as per Appendix-I Top Slab, Plinth Beam, Lintel for door D, Lintel for window W, Lintel for ventilator V, Chajja for door D, Chajja for window W, Chajja for ventilator V | Cum | 10059.2 | 10059.2 | 6.44 | False | None | None | False | None | False | 64781.248 | 0 | | 3429689 | 121523 | None | AEEBDM051 | Reinforcement Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Total reinforcement @ 100 kg/cum | Tonne | 89457.0 | 89457.0 | 0.64 | False | None | None | False | None | False | 57252.48 | 0 | | 3429690 | 121523 | None | AEEBDM052 | Burnt Brick Masonry Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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 long wall, short wall, Internal partition wall, Deduct Door D, Deduct ventilator, Step (1st step),Step (2nd step), Register | Cum | 8874.0 | 8874.0 | 20.08 | False | None | None | False | None | False | 178189.92 | 0 | | 3429691 | 121523 | None | AEEBDM053 | Plastering 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 External Plastering long wall, short wall,Register walls,Internal Plastering,Load bearing walls,Internal partition wall,Internal partition wall,Deduct Door D,Deduct ventilator V,At steps riser (1st step),At steps riser (2nd step),At steps tread,Register walls,Register base | Sqm | 354.0 | 354.0 | 152.93 | False | None | None | False | None | False | 54137.22 | 0 | | 3429692 | 121523 | None | AEEBDM054 | Providing 12 mm cement plaster with cement mortar 1:4 (1cement:4fine 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 specificationsand as per directions of Engineer-in-charge.Ceiling plastering | Sqm | 255.0 | 255.0 | 23.15 | False | None | None | False | None | False | 5903.25 | 0 | | 3429693 | 121523 | None | AEEBDM055 | Flooring Providing and laying red oxide flooring 40 mm thick, with an underlayer of 30mm thick M-15 cement concrete, using broken granite metalof 12.5mm nominal size and top layer of 10mm thick plaster with 1:3cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50kg of cement ) finished with floating coat of neat cement mixed with redoxide ( mix of same proportion ) , including cost of materials, labour,curing, complete as per specifications Flooring | Sqm | 786.0 | 786.0 | 28.0 | False | None | None | False | None | False | 22008.0 | 0 | | 3429694 | 121523 | None | AEEBDM056 | Skirting and Dadoing Providing skirting, dadooing, rises of steps with colour glazed tiles 10mm 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. Colour glazed tiles 15x15 cms 10 mm thick Dadoing at toilet | Sqm | 1392.0 | 1392.0 | 14.3 | False | None | None | False | None | False | 19905.6 | 0 | | 3429695 | 121523 | None | AEEBDM057 | Doors, Windows & Ventilator Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Door D1,Door D | Sqm | 4242.0 | 4242.0 | 5.67 | False | None | None | False | None | False | 24052.14 | 0 | | 3429696 | 121523 | None | AEEBDM058 | Providing & xing of 2track x 2panel 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 drainageand reinforced withGalvanized Iron pro le throughout the window frame. The outer frame having an overall size of 44mm width 40mm height 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 xing of glassshall be of size 95mm x 215mm. Windows shall be provided with 5mm plain oat glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2mm.Maximum possible size 1219 mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be included).Ventilator V,Window W | Sqm | 5023.0 | 5023.0 | 2.41 | False | None | None | False | None | False | 12105.43 | 0 | | 3429697 | 121523 | None | AEEBDM059 | Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. ats, square or round bars etc. including primingcoat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.2 Ventilator,Window | Kg | 168.0 | 168.0 | 50.51 | False | None | None | False | None | False | 8485.68 | 0 | | 3429698 | 121523 | None | AEEBDM060 | Painting Finishing walls with 100% Premium acrylic emulsion paint havingVOC less than 50 gm/litre and UV resistance as per IS 15489:2004,Alkali & fungal resistance, dirt resistance exterior paint of requiredshade (Company Depot Tinted) with silicon additives, New work (Twocoats applied @ 1.43 litre/ 10 m². Over and including priming coat ofexterior primer applied @ 0.90 litre/10 m² with paint of approvedquality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter includingpreparing thesurface even and sand paper smooth, cost of materials, labour completeas per speci cations and as per directions of Engineer-in-charge. | Sqm | 156.0 | 156.0 | 152.93 | False | None | None | False | None | False | 23857.08 | 0 | | 3429699 | 121523 | None | AEEBDM061 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over andincluding waterthinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per speci cations and asper directions of Engineer-in-charge.(Internal Painting) | Sqm | 137.0 | 137.0 | 23.15 | False | None | None | False | None | False | 3171.55 | 0 | | 3429700 | 121523 | None | AEEBDM062 | Sanitary Fittings Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C.flushing cistern, including flush pipe, with manually ontrolleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required: White Vitreous china Orissa pattern W.C. panof size 580x440 mm with integral type foot rests | Each | 4884.0 | 4884.0 | 2.0 | False | None | None | False | None | False | 9768.0 | 0 | | 3429701 | 121523 | None | AEEBDM063 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4454.0 | 4454.0 | 1.0 | False | None | None | False | None | False | 4454.0 | 0 | | 3429702 | 121523 | None | AEEBDM064 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mmwith a pair of 15mm C.P. brass pillar taps | Each | 3082.0 | 3082.0 | 2.0 | False | None | None | False | None | False | 6164.0 | 0 | | 3429703 | 121523 | None | AEEBDM065 | Providing and fixing 100 mm sand cast Iron grating for gully trap.). | Each | 47.0 | 47.0 | 4.0 | False | None | None | False | None | False | 188.0 | 0 | | 3429704 | 121523 | None | AEEBDM066 | Water Supply Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | Each | 305.0 | 305.0 | 4.0 | False | None | None | False | None | False | 1220.0 | 0 | | 3429705 | 121523 | None | AEEBDM067 | Providing and fixing Chorinated Poly Vinyl Chloride (CPVC) pipesconforming to IS 15778, having thermal stability for hot and cold watersupply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1 00 mtr spacing. This includes Joining of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall)20mm nominal OD Pipe,Connection between OHT and nearest water source,Connection between OHT and wash basins,Connection between OHT and toilet seats,Connection between OHT and urinal | Mtr | 242.0 | 242.0 | 60.0 | False | None | None | False | None | False | 14520.0 | 0 | | 3429706 | 121523 | None | AEEBDM068 | Providing and placing on terrace, polyethylene water storage tanks as per IS12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity)
Specification | Ltr | 1000.0 | 1000.0 | 9.0 | False | None | None | False | None | False | 9000.0 | 0 | | 3429707 | 121523 | None | AEEBDM069 | Wastewater pipes Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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 fortesting) etc. for 110 mm dia downtake pipe in settler110 mm nominal dia connecting toilet trap to register,110 mm nominal dia connecting Nahani trap to register | Mtr | 288.0 | 288.0 | 14.0 | False | None | None | False | None | False | 4032.0 | 0 | | 3429708 | 121523 | None | AEEBDM070 | Precast CC Slabs Providing & laying of precast maintenance covers of required size as per drawing & specification including cost of material, labour etc complete 600 mm x 600 mm x 50 mm | Each | 263.52 | 263.52 | 1.0 | False | None | None | False | None | False | 263.52 | 0 | | 3429709 | 121523 | None | AEEBDM071 | ESTIMATE OF SOAK PIT Earthwork 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 ordinary/soft rock without blasting upto 3m depth Surface excavation ,Excavation for percolate chambers | Cum | 425.0 | 425.0 | 12.58 | False | None | None | False | None | False | 5346.5 | 0 | | 3429710 | 121523 | None | AEEBDM072 | Rubble Soling Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications Soling bed for soak pit | Cum | 2682.0 | 2682.0 | 0.97 | False | None | None | False | None | False | 2601.54 | 0 | | 3429711 | 121523 | None | AEEBDM073 | Providing & Laying 50mm thk RCC Ring (Ht' 260 mm) of internal dia 1500mm | No | 2500.0 | 2500.0 | 10.0 | False | None | None | False | None | False | 25000.0 | 0 | | 3429712 | 121523 | None | AEEBDM074 | Precast Cover 75mm thk (1600mm Dia) | No | 2500.0 | 2500.0 | 1.0 | False | None | None | False | None | False | 2500.0 | 0 | | 3429713 | 121523 | None | AEEBDM075 | Wastewater Pipes Providing and fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specifications.110mm dia pipe | Mtr | 288.0 | 288.0 | 3.0 | False | None | None | False | None | False | 864.0 | 0 | | 3429714 | 121523 | None | AEEBDM076 | ESTIMATE OF ROOF FOR THE PLANTED DRYING BED Roofing truss steel Providing and fixing Steel work in built up tubular (round,square or rectangular hollow tubes etc.) trusses etc., includingcutting, hoisting, fixing in position and applying a priming coatof approved steel primer, including welding and bolted withspecial shaped washers etc. complete. Hot finished seamlesstype tubes including cost of materials,labour, usage charges of machinery complete as perspecifications and as per directions of the Engineer-in-Charge. Roof Truss Members,ISNB 125 M,Specific weight,Total weight,ISNB 80 M,Specific weight,Total weight,ISNB 40 L,Specific weight,Total weight,RHS 66x33x2.6,Specific weight,Total weight,Base Plates (290 x 290 x 12 mm),Base Plate on corbel pedestal (350 x 250 x 12 mm),Total weight,0% wastage | Kg | 147.0 | 147.0 | 3024.24 | False | None | None | False | None | False | 444563.28 | 0 | | 3429715 | 121523 | None | AEEBDM077 | Providing and xing precoated galvanised iron pro le sheets(size, shape and pitch of corrugation as approved by Engineer in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinccoating 120 grams per m2 as per IS: 277, in 240 mpa steelgrade, 5-7 microns epoxy primer on both side of the sheet andpolyester top coat 15-18 microns. Sheet should have protectiveguard lm of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12m 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/ verticalor curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. | Sqm | 568.0 | 568.0 | 276.0 | False | None | None | False | None | False | 156768.0 | 0 | | 3429716 | 121523 | None | AEEBDM078 | ESTIMATE OF FLEXIBLE PAVEMENT (APPROACH ROAD, RAMP AND PLATFORM) Earthwork Excavation Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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 Excavation for laying flexible pavement | Cum | 575.0 | 575.0 | 452.0 | False | None | None | False | None | False | 259900.0 | 0 | | 3429717 | 121523 | None | AEEBDM079 | Embankment Construction of Embankment by excavating the available approvedGravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading, gradingto required slope and compacting to meet the requirement complete as perspecifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work.Embankment on the sides of the ascending ramp | Cum | 474.0 | 474.0 | 150.0 | False | None | None | False | None | False | 71100.0 | 0 | | 3429718 | 121523 | None | AEEBDM080 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Paver in sub base / base course on well prepared surface and compacting with vibratary roller to achieve the desired density. Truck path,Ramp,Platform | Cum | 3238.0 | 3238.0 | 34.5 | False | None | None | False | None | False | 111711.0 | 0 | | 3429719 | 121523 | None | AEEBDM081 | PCC for Kerb stone 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 machinery, curing, and all the other appurtenances required tocomplete 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 | Cum | 5989.0 | 5989.0 | 1.0 | False | None | None | False | None | False | 5989.0 | 0 | | 3429720 | 121523 | None | AEEBDM082 | Kerb stone Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 100 mm Kerb Stone 300 x 300 x 100 mm Kerb Stone | Mtr | 296.0 | 296.0 | 81.0 | False | None | None | False | None | False | 23976.0 | 0 | | 3429721 | 121523 | None | AEEBDM083 | ESTIMATE OF ADDITIONAL WORKS AT FSTP SITE Site Clearance Clearing grass and removal of rubbish by manual means upto a distance of 50 metres outside the periphery of the area cleaned complete as per specifications. Area of the site | 100 Sqm | 370.0 | 370.0 | 24.0 | False | None | None | False | None | False | 8880.0 | 0 | | 3429722 | 121523 | None | AEEBDM084 | Procurement of additional plumbing items Supplying and fixing of ----mm dia or ---- inch dia. THERMOPLASTIC SEWER HOSE, constructed of polyester for intternal inner core, two braids of synthetic fibre reinforcing materials covered by polyesterurethane, minimum bend redius range - 125mm. Burst pressure shall not be less than 7500 PSI (525 bar), working pressure shall not be less than 3000 PSI (210 bar). Temparature limit 40 to 60 degree centigrade, with manufacturer’s test certificate confirming the above parameters with one year guarantee from the date of supply of the hose to the jetting / jetting cum suction machine . For combined jetting / suction machine. For 19mm dia or 3/4” dia | No | 1289.0 | 1289.0 | 1.0 | False | None | None | False | None | False | 1289.0 | 0 | | 3429723 | 121523 | None | AEEBDM085 | Plantation Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 em apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm complete as per specifiifications.Area of site,Deductions,Area of road,Area of PDB,Area of ISAF,Area of PGFS,Area of TB,Area of SWD | Sqm | 16.0 | 16.0 | 1826.34 | False | None | None | False | None | False | 29221.44 | 0 | | 3429724 | 121523 | None | AEEBDM086 | ESTIMATE OF FENCING WORKS AT FSTP SITE Earthwork Excavation 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 ordinary/soft rock without blasting upto 1.5m depth Excavation for Angle iron post | Cum | 363.0 | 363.0 | 2.08 | False | None | None | False | None | False | 755.04 | 0 | | 3429725 | 121523 | None | AEEBDM087 | Plain Cement Concrete 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. Footing for Angle post | Cum | 5989.0 | 5989.0 | 2.08 | False | None | None | False | None | False | 12457.12 | 0 | | 3429726 | 121523 | None | AEEBDM088 | Iron post & struts Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete 100x100x 6 mm@ 9.2 kg/m | Kg | 113.0 | 113.0 | 1147.3 | False | None | None | False | None | False | 129644.9 | 0 | | 3429727 | 121523 | None | AEEBDM089 | Chain link fencing Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge. (Made of G.I. wire of dia 4 mm | Sqm | 803.0 | 803.0 | 300.0 | False | None | None | False | None | False | 240900.0 | 0 | | 3429728 | 121523 | None | AEEBDM090 | ESTIMATE OF REGISTERS AND STORMWATER DRAIN Earthwork 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 ordinary/soft rock without blasting upto 3m depth Excavation for Stormwater Drain,Excavation for Register R1 & R2,Excavation for R3,Excavation for pipeline connections: R1-R2,Excavation for pipeline connections:, R2-R3, Excavation for pipeline connections:, R3-ISAF, | Cum | 425.0 | 425.0 | 82.15 | False | None | None | False | None | False | 34913.75 | 0 | | 3429729 | 121523 | None | AEEBDM091 | Plain Cement Concrete 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. Base for Storm drain,Base for R1, R2, R3 | Cum | 5989.0 | 5989.0 | 3.36 | False | None | None | False | None | False | 20123.04 | 0 | | 3429730 | 121523 | None | AEEBDM092 | Solid Blocks Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 andminimumcompressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructedwith CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications Storm Drain walls,Walls for R1 ,Walls for R2,Walls for R3 | Sqm | 1310.0 | 1310.0 | 44.8 | False | None | None | False | None | False | 58688.0 | 0 | | 3429731 | 121523 | None | AEEBDM093 | Plastering 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 Internal and External wall plastering for storm drain,Base plastering for storm drain,Wall top plastering for storm drain,Internal wall plastering for R1 ,Internal wall plastering for R2,External wall plastering for R2,Internal wall plastering for R3,External wall plastering for R3,Internal wall plastering for R4,External wall plastering for R4,Internal wall plastering for R5,External wall plastering for R5,Wall top plastering for R1, R2, R3 | Sqm | 354.0 | 354.0 | 142.92 | False | None | None | False | None | False | 50593.68 | 0 | | 3429732 | 121523 | None | AEEBDM094 | Wastewater pipes Providing and fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specifications.110 mm dia outlet to keep standing water,110 mm dia connections from R1 to R2 ,110 mm dia connections from R2 to R3 ,110 mm dia connection from R3 to ISAF | Mtr | 288.0 | 288.0 | 20.6 | False | None | None | False | None | False | 5932.8 | 0 | | 3429733 | 121523 | None | AEEBDM095 | Precast CC slabs Providing, casting, curing and laying the following CC slabs,Percolate register cover (700 x 700 x 50 mm),For R1, R2, R3, | Each | 358.68 | 358.68 | 3.0 | False | None | None | False | None | False | 1076.04 | 0 | | 3429734 | 121523 | None | AEEBDM096 | ESTIMATE OF ELECTRICAL WORK FOR TOILET BLOCK Excavation Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7) In soil (ordinary) From nearest power source to toilet block | Mtr | 76.0 | 76.0 | 20.0 | False | None | None | False | None | False | 1520.0 | 0 | | 3429735 | 121523 | None | AEEBDM097 | Earthing Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. | No | 4150.0 | 4150.0 | 1.0 | False | None | None | False | None | False | 4150.0 | 0 | | 3429736 | 121523 | None | AEEBDM098 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm | Mtr | 82.0 | 82.0 | 5.0 | False | None | None | False | None | False | 410.0 | 0 | | 3429737 | 121523 | None | AEEBDM099 | 600x600x3mm GI Plate | Each | 875.0 | 875.0 | 1.0 | False | None | None | False | None | False | 875.0 | 0 | | 3429738 | 121523 | None | AEEBDM100 | Conduit system for supply from nearest power source Concealed Conduit System Supplying heavy gauge PVC conduit pipe mm dia mm 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 40 mm dia 2.5 mm thick | Mtr | 149.0 | 149.0 | 20.0 | False | None | None | False | None | False | 2980.0 | 0 | | 3429739 | 121523 | None | AEEBDM101 | Wiring from nearest power sourceSupplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +0% and resistivity 14 Ohms/Kms (Max) as per IS-3975 4 core 16 sqmm | Mtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | | 3429740 | 121523 | None | AEEBDM102 | LT panel, MCB and Switch Board Supplying and fixing regular MCCB distribution Panel confirming to IS 8828, on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440Volts 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCCB/MCB's as outgoings confirming to IS8828.4 way | Each | 10329.0 | 10329.0 | 1.0 | False | None | None | False | None | False | 10329.0 | 0 | | 3429741 | 121523 | None | AEEBDM103 | 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.6 Module | Each | 234.0 | 234.0 | 1.0 | False | None | None | False | None | False | 234.0 | 0 | | 3429742 | 121523 | None | AEEBDM104 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32Amps SP | Each | 415.0 | 415.0 | 2.0 | False | None | None | False | None | False | 830.0 | 0 | | 3429743 | 121523 | None | AEEBDM105 | Point WiringPoint wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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. GROUP A Short point upto 3Mtr from tapping point to out let via switch | Point | 285.0 | 285.0 | 1.0 | False | None | None | False | None | False | 285.0 | 0 | | 3429744 | 121523 | None | AEEBDM106 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. 2.5 sqmm,Wiring for bulbs in the toilet block,Wiring for monoblock pump,Wiring for street lights | Mtr | 42.0 | 42.0 | 50.0 | False | None | None | False | None | False | 2100.0 | 0 | | 3429745 | 121523 | None | AEEBDM107 | Light FixturesSupplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x4'- 20/22 w,One in each toilet | Each | 690.0 | 690.0 | 2.0 | False | None | None | False | None | False | 1380.0 | 0 | | 3429746 | 121523 | None | AEEBDM108 | Fabricating, supplying and erection of …Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom mm, top mm with 3mm thick, suitable base plate and 4Nos of long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.5meters Top 70mm and bottom 130 mm dia | Each | 9900.0 | 9900.0 | 2.0 | False | None | None | False | None | False | 19800.0 | 0 | | 3429747 | 121523 | None | AEEBDM109 | Supplying of LED Floodlight with W System Power consumption pressure die cast aluminum housing with powder coating with IP 65 protection. 1 200 275V voltage with electronic Driver, PF 09, should meet ANSI 2G Vibration test, Compliance to ULCE with Class I. System rating shall be 50K hrs. @ Lumen maintenance of 70, system efficacy 80lm/w. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322IEC 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 fixture with W System Power consumption. LED Efficiency130lmw at 1W Fixture Efficiency 80lmw with nominal CRI75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer.LED Floodlight 70W,One at the toilet block one on the SWM facility | No | 6768.0 | 6768.0 | 2.0 | False | None | None | False | None | False | 13536.0 | 0 | | 3429748 | 121523 | None | AEEBDM110 | Pump installation and erectionProcuring and installation of 0.5 HP pump for the maintenance of modules as specified by the EIC | No | 8250.0 | 8250.0 | 1.0 | False | None | None | False | None | False | 8250.0 | 0 |
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