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| 1 | Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering, including the cost of dewatering of rain water,diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a) Earth work upto 1.5 m. Depth (i) All classes of soil except rocky |
| 2 | Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering, including the cost of dewatering of rain water,diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (b) Exceeding 1.5 m depth but not exceeding 2.25 m depth. (i)All classes of soil expect rocky. |
| 3 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-((b)) Second Layer :-Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 4 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-((c) ) Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). |
| 5 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- ((d)) Fourth Layer :----- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry). |
| 6 | Providing, Laying , fixing & jointing of uP.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.(xxviii) 160mm o/d PVC pipeof 2.5 Kgf. / sqcm |
| 7 | Providing, Laying , fixing & jointing of uP.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications (xxix) 200mm o/d pipe of 2.5 Kgf. / sqcm |
| 8 | Boring/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 metre depth below groundlevel. (A) All types of soil. (( c)) 400 mm dia. |
| 9 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipeof required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – in-charge. (( c)) 200 mm nominal size dia. |
| 10 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes withribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction ofEngineer-in-charge. (( c)) 200 mm nominal size dia. |
| 11 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 12 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. (( c)) 200mm internal diameter |
| 13 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). (A) Class PN-1 as per ISI (c) 150mm i/d Sluice Valves flanged |
| 14 | Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI marked with the prior approval of Engineer-in-Charge) and laying the same in trenches to correct alignment and gradients,including cost of nut bolts and rubber insertion complete including all cartage. (d) 150mm i/d pipe lines laid complete |
| 15 | Cement concrete 1:4:8 ((a)) with stone ballast 20mm gauge (i) with stone ballast 20mm gauge |
| 16 | Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means |
| 17 | Reinforced cement 1.27 6,011.81 Cum 7,635.00 concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 18 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 19 | 12.5 mm thick cement plaster 1:4 |
| 20 | Supply and placing of Steel wire mesh of (i) size 2mm and (ii)size 6mm |
| 21 | Foot Rest for Manhole. (1) Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 22 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 23 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barrediron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 24 | Supply & Installation of mechanical flowmeter(150mm Dia) complete in all respects |
| 25 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 26 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 withhydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 27 | Supply and Installation of PVC Bend 150mm dia |
| 28 | Supply and Installation of PVC T-joint 200mm dia |
| 29 | Clay Back Filling |
| 30 | Any Other Item Please Enable Macros to View BoQ information |
