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| 1 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm. On plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m , i/c getting out the excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m, in all kind of soil (DSR-23, I. No.-2.8.1). |
| 2 | P/L in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:4:8 (1 cement:4 C. sand : 8 graded stone agg. 40 mm n.s.) (DSR-23, I. No.-4.1.8). |
| 3 | Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 cement : 4 C. sand) (DSR-23, I. No.-6.1.1). |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR-23, I. No.-2.25) |
| 5 | 12 mm cement plaster of mix 1:4 (1 cement : 4 C. Sand) (DSR-23, II. No.-13.4.1) |
| 6 | Boaring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS:2800 (part-I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 meter depth below ground level. All types of soil 300 mm dia (DSR-23, II. No.-23.1.1.1) |
| 7 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 200 mm nominal size dia (DSR-23, II. No.-23.3.3) |
| 8 | Supplying, assembling, lowering vertical position in bore well unplasticized PVC medium well screen (RMC) pipes with ribs, conforming to IS:12818, including required hire and labour charge, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 200 mm nominal size dia (DSR-23, II. No.-23.4.3). |
| 9 | 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 (DSR-23, II. No.-23.5). |
| 10 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge (DSR-23, II. No.-23.6). |
| 11 | 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 (DSR-23, II. No.-23.7). |
| 12 | Gravel packing in tube well construction in accordance with IS:4097, including providing gravel fine/medium/coarse, iin required grading & size as per actual requirement all complete as per direction of Engineer-in-charge (DSR-23, II. No.-23.8). |
| 13 | Development of tube well in accordance with IS:2800 (part-I) ans IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc. alll as per requirement and direction of Engineer-in-charge (DSR-23, II. No.-23.12). |
| 14 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing / casing pip, removable as per requirement, all complete for bore well of : 200 m m dia (DSR-23, II. No.-23.13.3). |
| 15 | Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS:2800 (part-I), including necessary bolts & nuts of required size complete 200 mm clamp (DSR-23, II. No.-23.14.3). |
| 16 | Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part-I) 200 mm dia (DSR-23, I. No.-23.15.3). |
| 17 | P/L in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 cement:2 C. sand : 4 graded stone agg. 20 mm n.s.) (DSR-23, I. No.-4.1.3). |
| 18 | R.C.C. work in beams, suspended floors, roofs having slope upto 15, landings balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 C. Sand : 3 graded stone add. 20 mm n.s.) (DSR-23, I. No.-5.3). |
| 19 | Centering ans shuttering i/c strutting, propping etc. and removal of form for Suspended floors, roofs, lending, balconies and excess platform (DSR-23, I. No.-5.9.3). |
| 20 | Reinforcement for R.C.C. work i/c straightening, cutting, bending, placing in position and binding all complete in cold twisted bars (DSR-23, I. No.-5.22.3). |
| 21 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro reflective Sheeting as approved by Engineer-in-Charge. Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminum sheet to be riveted to M.S. frame of angle iron of size 40X40X4 mm. The boards will be fixed to 1 No. 50X50 mm square post made of M.S. angle 50X50X4 mm, 4 m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-Charge (DSR-23, II. No.-16.61). |
| 22 | P/L following size of PVC pipes 6 Kg/Cm2 & special ISI mark and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making upto length and making joints complete. PVC pipe must be confirmed IS:4985-2000 with latest amendment. Finolex Make. 110 mm dia PVC 6 Kg/Cm2 |
| 23 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, and dressing of sides, ramming of bottoms depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm. in depth, including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia (DSR-23, I. No.-2.10.1.2). |
| 24 | DESILTING CHAMBER :Earth work in excavation in trenches for foundation and for pipes cables etc. in ordainary soil (loam clay or sand) including lift upto 1.5m and dressing of sides and ramming of bottom sand disposal of suplus excavated earth as directed by the engineer i/c with a lead of 50m. in all kind of soil upto 1.5m depth |
| 25 | in all kind of soil upto 1.5m to 3.0m depth |
| 26 | Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete including cost of form work in foundation and floors |
| 27 | 1st class M-150 brick work in 1:4 cement coarse sand mortar in foundation and plinth including supply of all material, labour, tools and plants etc. required for proper completion of work. |
| 28 | Reinforcement cement concrete work in RCC slab with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement |
| 29 | Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) & bending for proper completion of the work including supply of steel wastage bend hooks and authorized overlapping shall be measured upto floor two level. |
| 30 | 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 coarse sand) |
| 31 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:5:10 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design,.With 20x20mm square bar |
| 32 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality,M.D.-10 - Circular shape 500mm internal diameter Please Enable Macros to View BoQ information |
