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| 1 | Civil Works - Providing and Laying of 60mm & 80mm thick Interlocking Paver works at PRTC Workshop Sangrur:-Scraping White wash and colour wash complete as per PWD specification to the entire satisfaction of E.I.C. |
| 2 | Cement concrete 1:5:10 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type complete as per PWD specification to the entire satisfaction of E.I.C. |
| 3 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. complete as per PWD specification to the entire satisfaction of E.I.C. |
| 4 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. complete as per PWD specification to the entire satisfaction of E.I.C. |
| 5 | Dismantling of Flexible Pavements (By Mechanical Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications complete as per PWD specification to the entire satisfaction of E.I.C. |
| 6 | Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 7 | Finishing walls with cement based water double exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade complete as per PWD specification to the entire satisfaction of E.I.C. |
| 8 | Public Health Works - Laying Storm Sewer Line & Construction Pum Chamber to Pump Rain Water from PRTC Workshop Sangrur:- 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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. Construction of Gravel Pit outside the Pump Chamber. (0.90m Dia.) as per standard design & drawings of public health department. |
| 9 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 10 | Cement Concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 11 | Cement Concrete 1:5:10 with brick ballast 40mm gauge mixing by manual means complete as per PWD specification to the entire satisfaction of E.I.C. |
| 12 | 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 superstructure complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 13 | Damp proof course 2.5cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 14 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 15 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 16 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 17 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. 1x2.25x2.25 = 5.06 Sqm |
| 18 | Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 19 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 20 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item) complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 21 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 110 mm bend |
| 22 | Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling. using mechanical mixer for mixing of material complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 23 | Providing & fixing glass strips 4mm thick in floors complete as per specifications and to the entire satisfaction of Engineer- in- charge. 40 mm wide |
| 24 | 12.5 mm thick cement plaster 1:4 complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 25 | Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 26 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 27 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two or more coats to give an even shade complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 28 | Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 29 | Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 30 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 31 | Dismantling of Flexible Pavements (By Mechanical Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 32 | Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects complete In all respects. |
| 33 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects 125mm o/d pipe |
| 34 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar complete as per PWD specification to the entire satisfaction of E.I.C. Single Road Gully chamber Size 610mm x 457mm x 800mm |
| 35 | Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of plugging sewer, delisting, removal of sullage water and making good of khudda complete as per standard design complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. Sewer connections upto 300mm dia |
| 36 | Wiring fan point (With fan box) |
| 37 | Wiring light point |
| 38 | Wiring 6Amp. wall socket point |
| 39 | Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same,10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling). Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length) |
| 40 | Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same,10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling). Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length) |
| 41 | Providing and fixing ceiling fan of reputed quality such as crompton/Usha/Polar or equivalent of 56 inch size with regulator complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 42 | Providing and fixing Electric Tube Rod set of reputed quality such as Philips/Salvania Laxman or equivalent. Full size complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 43 | Providing and fixing CFL with holder of reputed quality such as Philips/Salvania Laxman or equivalent. Full size complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. |
| 44 | Extra provision for sanitary latrine in pump chamber complete in all respect as per PWD Specification to the entire satisfaction of Engineer-in-charge. Please Enable Macros to View BoQ information |
