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| 1 | Earth work in excavation in foundations, trenches etc. In all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres. |
| 2 | Shuttering for faces of concrete foundations and foundationbeam & plinth beam (vertical or battering) |
| 3 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 4 | Centering and shuttering for columns (Square or rectangularor poly gonal in plain) |
| 5 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 6 | Cement Concrete 1:8:16 With stone aggregates 40mm gauge (mixing by mechanical means using concrete mixer volumetric type) . |
| 7 | Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type) |
| 8 | Cement concrete 1:5:10 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 9 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 10 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 11 | Reinforced cement 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. |
| 12 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering infoundation and plinth |
| 13 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure . |
| 14 | Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot andsanded |
| 15 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 16 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 17 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 18 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 19 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth |
| 20 | Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 21 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 22 | 12.5 mm thick cement plaster 1:3 |
| 23 | 12.5 mm thick cement plaster 1:4 |
| 24 | 12.5 mm thick cement plaster 1:5 |
| 25 | 12.5 mm thick cement plaster 1:6 |
| 26 | 20 mm thick cement plaster 1:4 in two coat work |
| 27 | 20mm thick cement plaster 1:5 in two coat work |
| 28 | Finishing walls withcement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade |
| 29 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 30 | Painting two or more coats with aluminum paint to give an even shade excluding priming coat |
| 31 | Painting two or more coats with anticorrosive bitumastic Paint to give an even shade |
| 32 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 33 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 34 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position R S Joists |
| 35 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position FLATS (Labour Rate) |
| 36 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects. Upto 20mm dia bars (Labour Rate) |
| 37 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects. Above 20mm dia bars (Labour Rate) |
| 38 | Cold twisted detormed (Ribbed/ ToR S teel Bar) Bars (Fe 500 grade as per IS 1786-1985) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete. (Labour Rate) |
| 39 | Welding by gas or by electric plant, including carriage to and from workshop etc. |
| 40 | Compacting original ground below road crust Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications |
| 41 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 42 | Brick on end edging Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 43 | Joint Sealing Compound Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications |
| 44 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. From 0 to 15 m. |
| 45 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. Exceeding 15 m but upto 30 m. |
| 46 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. Above 30m. |
| 47 | Hand pumps Lowering pipe in the hole up to 40mm dia. |
| 48 | Providing, Laying , fixing & jointing of P.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. |
| 49 | 110mm o/d PVC pipe of 4 Kgf. / sqcm |
| 50 | Providing and fixing RCC manhole covers only 455 x 610 mm rectangular RCC man hole cover only as per ISI Heavy duty |
| 51 | Providing and fixing in position gratings 150mm x 150mm for gully trap. H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats. |
| 52 | PVC INSULATED FR COPPER CONDUCTOR CABLES: Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 53 | Overall size 4sq.mm (Un-sheathed) |
| 54 | Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:- |
| 55 | Heavy Gauge PVC Conduit Pipe 25mm dia. (On Surface) |
| 56 | P & F of MS Tappered washers/Cleats 65X65X6 mm 19mm for T/F Plinth. |
| 57 | P & F MS Base Plate 235X220X12 MM for T/F Plinth |
| 58 | Providing & Fixing 12.5 x 300 mm Anchor Bolts. |
| 59 | P&F of MS Angle Nosing made out of 50x50x6mm |
| 60 | P&F 1mtr wide uc fencing gate for station T/f as per Arch. Drawing |
| 61 | P & F of 3BHP 3 phase NON Clog Pump crompton make |
| 62 | Prov./Fixing top post lantern (Gate Light) lantern of Crompton Make |
| 63 | P/F of Steel gate type G-2 5.80 mtr wide as per Arch. Drawing |
| 64 | P&F Angle Iron Posts of various sizes and shapes as per PSTCL Drawing. |
| 65 | P&F of GI wire netting mesh of 12 gauge 50 x 50 mesh 180cms. High fastened with 4 nos ms wire rope 6/7 strand 1/16\\" dia each complete in all respects as per drg no. HW/TB-5635R-2 and Arch Drg No. 8 Rs/ Job No. 112/S and conforming to IS- 2721/1974 and 3459/1977 respectively |
| 66 | Providing & Fixing Cable Racks of various sizes |
| 67 | P&F MS Angle iron Nozzing made out of 50x50x3 mm angle iron for cable trenches |
| 68 | Suppling and Hoisting of Ferro Cement Trench Covers of size 2'8\\" x 1'6\\"R Type, T-1 & T-2 Type |
| 69 | Suppling and Hoisting of Ferro Cement Trench Covers of size 1'9\\" x 2'6\\" T-4 Type |
| 70 | Suppling and Hoisting of Ferro Cement Trench Covers of size 3'4\\"x1'6\\" T-p Type |
| 71 | Suppling and Hoisting of Ferro Cement Trench Covers of size 2'2\\" X 2'2\\" T-3 Type |
| 72 | P & F of barbed wire fencing consisting of glavanised steel barbed wire having dia 2.24mm( 2 Ply) barbed with 4 points as per IS 278/1962 i/c all fittings such as U clamp tighting nuts and bolts unrolling and strching complete. |
| 73 | P&F Template along with foundation bolts as per drawing |
| 74 | Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg/100 sqm as per AOR |
| 75 | Suppling and Spreading of Gravel in yard area as per AOR |
| 76 | Laying PCC Flooring of Cement Concrete 1:5:10 with crushed stone & stone Aggregateas per AOR |
| 77 | Providing Earth Fillling as per AOR (including carriage and compaction,etc) |
| 78 | Extra Carriage of material- Cement |
| 79 | Extra Carriage of material- Steel |
| 80 | Extra Carriage of material- Fine sand |
| 81 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 12/13.2 mm |
| 82 | Extra Carriage of materials & diff. of rates of material- Bricks |
| 83 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 10/11.2 mm |
| 84 | Extra Carriage of materials & diff. of rates of material- Coarse Sand |
| 85 | Extra Carriage of materials & diff. of rates of material- Stone metal 40mm |
| 86 | Extra Carriage of materials & diff. of rates of material- Stone metal 63/45mm |
| 87 | Please Enable Macros to View BoQ information |
