1716979723000 | 0 | None | None | Other Works | Construction of Rain Water Harvesting to Govt boys hostel (New building hanuman nagar) in Shahabad Town | 673874.14 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3199600 | 109992 | None | code01 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 0.00 to 50.00 | Mtr | 388.5 | 388.5 | 100.0 | False | None | None | False | None | False | 38850.0 | 0 | 3199601 | 109992 | None | code02 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for: 160mm | Mtr | 132.3 | 132.3 | 100.0 | False | None | None | False | None | False | 13230.0 | 0 | 3199602 | 109992 | None | code03 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter | Mtr | 305.55 | 305.55 | 450.0 | False | None | None | False | None | False | 137497.5 | 0 | 3199603 | 109992 | None | code04 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 110mm nominal dia pipes | Mtr | 404.25 | 404.25 | 72.0 | False | None | None | False | None | False | 29106.0 | 0 | 3199604 | 109992 | None | code05 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC Elbows | Each | 317.1 | 317.1 | 60.0 | False | None | None | False | None | False | 19026.0 | 0 | 3199605 | 109992 | None | code06 | 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 | Each | 263.55 | 263.55 | 60.0 | False | None | None | False | None | False | 15813.0 | 0 | 3199606 | 109992 | None | code07 | 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 PVC BEND | Each | 516.6 | 516.6 | 10.0 | False | None | None | False | None | False | 5166.0 | 0 | 3199607 | 109992 | None | code08 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 | Each | 5924.1 | 5924.1 | 10.0 | False | None | None | False | None | False | 59241.0 | 0 | 3199608 | 109992 | None | code09 | Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks | Each | 339.15 | 339.15 | 120.0 | False | None | None | False | None | False | 40698.0 | 0 | 3199609 | 109992 | None | code10 | 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. Depth exceeding 1.5m, but not exceeding 3 m | Cum | 271.95 | 271.95 | 60.0 | False | None | None | False | None | False | 16317.0 | 0 | 3199610 | 109992 | None | code11 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m | Mtr | 508.2 | 508.2 | 72.0 | False | None | None | False | None | False | 36590.4 | 0 | 3199611 | 109992 | None | code12 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8376.9 | 8376.9 | 15.57 | False | None | None | False | None | False | 130428.333 | 0 | 3199612 | 109992 | None | code13 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 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. | Sqm | 349.65 | 349.65 | 67.68 | False | None | None | False | None | False | 23664.312 | 0 | 3199613 | 109992 | None | code14 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1052.1 | 1052.1 | 18.0 | False | None | None | False | None | False | 18937.8 | 0 | 3199614 | 109992 | None | code15 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge. | Cum | 1245.3 | 1245.3 | 18.0 | False | None | None | False | None | False | 22415.4 | 0 | 3199615 | 109992 | None | code16 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | Cum | 1251.6 | 1251.6 | 24.0 | False | None | None | False | None | False | 30038.4 | 0 | 3199616 | 109992 | None | code17 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 1228.5 | 1228.5 | 30.0 | False | None | None | False | None | False | 36855.0 | 0 |
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