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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), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. All kinds of soil |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. Ordinary rock |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 4 | 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, including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 5 | Stone /Boulder filling Back / under floor dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 7 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 8 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 9 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level Cement mortar 1:6 (1 cement : 6 coarse sand) with including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 11 | Centering and shuttering including strutting, propping etc. and removal including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Suspended floors, roofs, landings, balconies and access platform |
| 14 | Edges of slabs and breaks in floors and walls Under 20 cm wide . |
| 15 | Steel reinforcement of make TATA/ JINDAL/SAIL or its equivalent for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete level Thermo-Mechanically Treated bars of grade Fe-550D or more including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 16 | Providing and applying 20 mm thick cement plaster of mix 1:4 (1 part cement : 4 parts sand) on wall surface including surface hacking, cleaning, preparation, scaffolding, materials, labour, tools, equipment, curing, finishing and all incidental works complete in all respects as per specifications and including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 17 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 18 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame Circular shape 560 mm internal dia of required shape and approved quality including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 19 | Providing and fixing soil, waste and vent pipes 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 20 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks common burnt clay F.P.S. (non modular) bricks of class designation 7.5 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 21 | Repair /restoration of Porta cabin size (17.5 m*3 m) roof hut shape as per the existing block. The porta cabin comprises of : (a) Outerwall 50 mm thick puff insulated panel (b) roof panel (50/75) mm thick puff panel (c) Door and window frame 50 mm thick puff panel (d) PPGI flashing U channel and corners (e) Flooring Cement board or plywood base including all civil work required i.e. repair and restoration of floors , plinth beams , foundation work etc. and electrical works, sanitary works required including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 22 | Removing existing damaged wall panels and providing & fixing factory made insulated sandwich wall panels of approved make, consisting of PUF / EPS / Rockwool insulation core sandwiched between pre-painted galvanized iron (PPGI/GI) sheets on both sides, suitable for thermal and acoustic insulation, complete with necessary accessories such as self-drilling fasteners, joint sealants , flashings, trims, laps, overlaps, cutting and finishing, including proper alignment and fixing to steel/structural framework, complete as per manufacturer’s specifications, CPWD specifications and directions of Engineer-in-Charge. The existing damaged wall panels shall be carefully dismantled and removed, including disposal of debris outside the site as directed including carriage of material up to all leads and lifts and as per direction of Engineer incharge. Thickness of panel: 50 mm Height of wall panels: up to 2.45 m . (Room No - 3) |
| 23 | Removing damaged existing flooring, including dismantling of floor finish, stacking serviceable material separately (if any) and disposing of unserviceable material outside the site as directed by the Engineer-in Charge. Providing and fixing cement fibre board / exterior grade plywood base of approved make and thickness, fixed over prepared sub-base/joists with suitable screws, adhesives and supports, including cutting, levelling, edge finishing, proper alignment, and making the surface ready to receive the final floor finish, complete as per CPWD specifications and including carriage of material up to all leads and lifts and as per direction of Engineer incharge.(Room No – 1,Room No – 2,Room No – 3) |
| 24 | Providing and laying PVC/Vinyl flooring sheets (PCS/Vinyl) of approved make, shade and thickness, over prepared and levelled cement board / plywood base, fixed with recommended adhesive, including cutting to required size, forming joints, heat welding/sealing of joints where required, skirting up to required height, rolling and finishing to achieve a smooth and uniform surface, complete as per manufacturer’s specifications, CPWD specifications and directions of Engineer-in-Charge.(Room No – 1,Room No – 2,Room No – 3,Room No – 4) |
| 25 | Providing and fixing sliding glazed windows of approved make and design, fabricated from aluminium / UPVC / powder-coated GI sections (as approved), including glazing with clear / frosted / toughened glass of required thickness, complete with rollers, handles, locking arrangement, EPDM gaskets, weather strips, and all necessary fittings including carriage of material up to all leads and lifts and as per direction of Engineer incharge.(Room No – 4) |
| 26 | Providing and fixing MS grills of approved pattern made from MS flats/bars, including cutting, welding, grinding, priming with one coat of red oxide zinc chrome primer and finishing with two coats of synthetic enamel paint, fixed to the window frame / masonry with holdfasts, clamps, screws and anchors, complete as per CPWD specifications and including carriage of material up to all leads and lifts and as per direction of Engineer incharge.(Room No – 4) |
| 27 | Preparing and painting exterior surfaces of walls / structural members, including cleaning, scraping, removing loose paint, dust, dirt and efflorescence, repairing minor surface defects with approved filler/putty, and applying two or more coats of exterior grade acrylic emulsion paint / weather resistant paint of approved make and shade over a coat of exterior primer, to give an even and uniform finish, complete as per CPWD specifications and including carriage of material up to all leads and lifts and as per direction of Engineer incharge. Please Enable Macros to View BoQ information |
