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| 1 | O.PATHWAY/P-M.01.01Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding literate or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailingoutwater as required complete.a) Depth of excavation not exceeding 1,500 mm |
| 2 | Ordinary Cement concrete (mix 1:2:4) with graded stonechips (20 mm nominal size) excluding shuttering andreinforcement, if any, in ground floor as per relevant IS codes |
| 3 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 4 | Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props andthick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)C) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 5 | Brick work with 1st class bricks in cement mortar (1:4)Infoundation and plinth. |
| 6 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor |
| 7 | Plaster (to wall, floor, ceiling etc.) with sand and cementmortar including rounding off or chamfering corners asdirected and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar20 mm thk. |
| 8 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor:Two Coat |
| 9 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required.The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Super Protective 100% Acrylic Emulsion |
| 10 | Supplying, fitting & fixing Zn-Alalloy (55%Al&45%Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yield strength of 550Mpa of trapizoidal profile of approved make (excluding the supporting framework) fitted and fixed With 55mm&25mm self tappingscrew, EPDM Washer 16mm dia & 3mm th.washer etc.complete with 150mm end lap and on ecorrugation minimum side lap.(Payment tobemade onarea of finished work).(i)In Roof:- With 0.5 mm thick sheet |
| 11 | M.S. structural works in roof trusses with tubular sectionsconforming to IS: 806-1968&IS: 1161-1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS:816 1969 & IS:9595 using electrodes of approved make and brand conforming toIS:814-2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset,bracket,cleat may be made by adding the actual weight of such it ems with weight of finished structural members.The rates are considered for a height oferection 8m. /2nd floor level from the ground. Add 1.5%extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. For trusses spanning up to 12.00 m |
| 12 | Single Brick Flat Soling of picked jhama bricks includingramming and dressing bed to proper level and filling jointswith local sand. |
| 13 | Ordinary cement concrete (mix 1:1.5:3) withgraded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any,in ground floor as per relevant IS codes. |
| 14 | Reinforcement for reinforced concrete work in all sorts ofstructures including distribution bars, stirrups, binders etcinitial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a)For works in foundation, basement and upto roof of ground floor/upto 4 m.i) Tor steel/Mild Steel |
| 15 | Supplying, fitting and fixing in position reinforced cementpolymer concrete manhole /gully pit cover with matchingframe.As per I.S-12592(M.D) 5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeCover: 565 mm X 65 mmFrame: 665 mm X 125 mmopening: 470mmWeight: 90 kg (approx) |
| 16 | Woodwork in door andwindow frame fitted and fixed inposition complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.Sclamps. (Thequantumshould be correted upto three decimals).Sal : Local. |
| 17 | Panel shutter sof door and window ,asper design (each panelconsisting of single plank without joint), including fittingand fixing the same in position but excluding the cost of hinge and other fittings. In ground floor.(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak |
| 18 | Add CGST @9% of total amount to Rs.1,82,588.16 |
| 19 | Add SGST @9% of total amount to Rs.1,82,588.16 |
| 20 | Add Construction Cess @1% of total amount to Rs.1,82,588.16 Please Enable Macros to View BoQ information |
