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| Sl. No. | Item Description |
| 1 | AR/SR/MOW Works in Various RB/NRB Under Section No.7, Jail Sub Division No.1, Bhopal 1st Call P.A.C. 40.00 Lakh,as per Building SOR wef 01-01-2024 Schedule Attached Complition period 180 Days Please Enable Macros to View BoQ information AR/SR/MOW Works in Various RB/NRB Under Section No.7, Jail Sub Division No.1, Bhopal Building SOR wef 01.01.2024 Probable Amount of Contract - Rs. 40.00 Lakh S.No Description Qty. Unit Rate Amount |
| 2 | 2.1 All kinds of soil. 100 sqm 803.0 |
| 3 | 2.6 All kinds of soil cum. 147.0 |
| 4 | 2.7 2.7.1 Ordinary rock cum. 287.0 2.7.2 Hard rock (requiring blasting) cum. 519.0 2.7.3 Hard rock (blasting prohibited) cum. 828.0 |
| 5 | 2.25 2.25.1 All kinds of soil. cum 30.0 2.25.2 Ordinary or hard rock. cum 53.0 |
| 6 | 2.27 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) cum 393.0 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. cum 331.0 |
| 7 | 4.1 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete cum 6338.0 4.1.1.2 M-20 – Grade concrete cum 4933.0 4.1.1.3 M-15 – Grade concrete cum 4471.0 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) cum 3890.0 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete cum 4403.0 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) cum 3808.0 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate cum 3474.0 4.1.3 With fly ash. 4.1.3.1 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Cum 3459.0 4.1.3.2 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Cum 3150.0 Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. |
| 8 | 4.2 4.2.1 With 20mm nominal size graded stone aggregate 4.2.1.1 M-25 – Grade concrete Cum 6582.0 4.2.1.2 M 20 – Grade concrete Cum 5177.0 4.2.1.3 M 15 – Grade concrete Cum 4714.0 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Cum 4134.0 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete cum 4647.0 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate cum 4052.0 |
| 9 | 4.3 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. Sqm 169.0 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. sqm 267.0 4.3.3 Above plinth: Columns, pillars, posts and struts. Sqm 356.0 |
| 10 | 4.4 4.4.1 M-15 (With 20mm nominal size graded stone aggregate) cum 4471.0 4.4.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate cum 3890.0 |
| 11 | 4.6 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) cum 5095.0 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) cum 5558.0 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) cum 5095.0 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. cum 4515.0 |
| 12 | 4.7 4.7.1 M-15 (With 20mm nominal size graded stone aggregate) cum 7057. 00 4.7.2 M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate cum 6477.0 |
| 13 | 4.15 Note for item No. 4.15:- The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. cum 109.0 |
| 14 | 5.1.1 5.1.2 M-15 Grade Concrete cum 5397.0 5.2 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: |
| 15 | 5.2.1 5.3 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. |
| 16 | 5.3.1 5.4 Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. 5.4.1 M-20 Grade Concrete cum 5542.0 |
| 17 | 5.9 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level sqm 190.6 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. sqm 219.0 5.9.2.2 Above plinth upto 3.6 m height from plinth level sqm 330.0 5.9.2.3 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. sqm 40.0 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 439.6 5.9.4 Shelves(Cast in situ) sqm 290.0 5.9.5 Lintels, beams, girders, bressumers and cantilevers sqm 356.0 5.9.6 Columns, Pillers , Piers, Abutments, sqm 471.2 Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. sqm 435.7 5.9.8 Spiral staircases (including landing). sqm 450.0 5.9.9 Arches, domes,vaults upto 6m span sqm 1141.6 5.9.10 Extra for arches, domes, vaults exceeding 6 m span sqm 451.3 5.9.11 Chimneys and shafts sqm 294.0 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. sqm 1481.0 5.9.13 Well steining sqm 264.0 5.9.14 Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. sqm 643.4 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). sqm 0.2 5.9.16 Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. sqm 191.0 5.9.17 Cornices and mouldings sqm 565.0 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. sqm 529.6 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. sqm 534.2 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works) sqm 575.35 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works) sqm 521.2 |
| 18 | 5.1 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). sqm 212.0 |
| 19 | 5.12 5.12.1 50 mm thick sqm 790.0 5.12.2 40 mm thick sqm 689.0 5.12.3 25 mm thick sqm 598.0 |
| 20 | 5.16 (Note:- (1). Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. (2). No extra payment shall be done for overlaps and/or couplers. (3). Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.1 Mild steel and Medium Tensile steel bars. kg 78.0 5.16.2 Hard drawn steel wire kg 75.0 5.16.3 Cold twisted bars (CTD) kg 81.0 5.16.4 Hot rolled deformed bars kg 81.0 5.16.5 Hard drawn steel wire fabric kg 76.0 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 kg 80.0 |
| 21 | 5.22 5. 22.1 12 mm thick sqm 402.0 5. 22.2 25 mm thick sqm 574.0 5. 22.3 50 mm thick sqm 674.0 |
| 22 | 5.23 5. 23.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 5. 23.1.1 150mm wide. RM 102.0 5. 23.1.2 200mm wide. RM 137.0 5. 23.1.3 250mm wide. RM 153.0 5. 23.2 Aluminium fluted strips 3.15mm thick. RM 483.0 5. 23.2.1 150 mm wide. RM 646.0 5. 23.2.2 200 mm wide. RM 725.0 5. 23.2.3 250 mm wide. 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. RM 367.0 5. 23.3.2 200 mm wide. RM 443.0 5. 23.3.3 250 mm wide. RM 555.0 |
| 23 | 5.25 Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under ubsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition |
| 24 | 5.33 5. 33.1. Frame 125 mmx 60 mm (double rebate) RM 366.0 5. 33.2. Frame 100mmx 60 mm (Single rebate) RM 339.0 5. 33.3 Frame 85mmx 60 mm (Single rebate) RM 325.0 |
| 25 | 6.1 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5818.0 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5626.0 |
| 26 | 6.2 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) cum 6012.0 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5821.0 |
| 27 | 6.3 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5252.0 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). cum 5061.0 |
| 28 | 6.4 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5446.0 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). cum 5255.0 |
| 29 | 6.5 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) cum 4347.0 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). cum 4155.0 |
| 30 | 6.6 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) cum 4541.0 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) cum 4350.0 |
| 31 | 6.7 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5384.0 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5162.0 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5271.0 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5049.0 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5158.0 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) cum 4936.0 |
| 32 | 6.11 Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 697.0 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 673.0 |
| 33 | 6.13 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 639.0 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 615.0 |
| 34 | 6.14 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 546.0 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 522.0 |
| 35 | 6.15 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 570.0 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 551.0 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 524.0 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 505.0 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 479.0 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 459.0 |
| 36 | 6.24 NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work under sub - water with the quantity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. |
| 37 | 6.27 6.27.1 AAC Masonry in polymer modified mortar cum 5052.0 |
| 38 | 6.29 of minimum 80 mmwidth and depth equal to slab/panel thickness running at center of load bearing wall/ beam/ supports and on other support as well to achieve diaphragm action as per IS 1893:2000. The Peripheral bond beam shall have minimum 2 bars of 12 mm dia as longitudinal bars which shall be held down by hook made in 12 mm dia vertical bars coming out from structural beam. However Concrete in groove and bond beam shall not be paid separately but shall be measured with AAC reinforced slab. Precast or lintel and chhajja shall be jointed with cm 1:6 or 2 to 3 mm thick polymer modified cement mortar as per ASTMC 1660-09 to AAC Block masonry. Structural steel if used for providing support to the lintels (such as cleat of angle iron, C-section anchored/hold fasted to column) at column end towards (where door / window opening is adjacent to the column) shall not be paid separately. Rate includes all handling, transportation, hire charges of machineries scaffolding and anti- corrosive protective coating on reinforcement inside AAC slab / lintel/chhajja etc. complete up to floor two levels. All reinforcement of peripheral bond beam, grooves and inside AAC slab, lintel, and chhajja shall be paid @ SOR rate (including tender percentage) separately. Quantity of reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. |
| 39 | 7.1 7.1.1 Cement mortar 1:6 (1 cement : 6 sand) cum 4147.0 |
| 40 | 7.2 7.2.1 Cement mortar 1:6 (1cement: 6 sand). cum 4351.0 |
| 41 | 7.4 7.4.1 Square or rectangular pillars cum 213.0 7.4.2 Circular pillars. cum 894.0 |
| 42 | 7.6 7.6.1 Cement mortar 1:6 (1 cement : 6 sand) cum 4603.0 7.6.2 Cement mortar 1:6 (1 cement : 6 sand) cum 4342.0 |
| 43 | 7.7 7.7.1 Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) cum 4803.0 7.7.2 Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) cum 4541.0 |
| 44 | 7.9 7.9.1 Square or rectangular pillars cum 235.0 7.9.2 Circular pillars. cum 1003.0 7.9.3 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. cum 384.0 |
| 45 | 7.26 7.26.1 Red sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. sqm 1196.0 7.26.2 White sand stone With common burnt clay bricks of 25 kg/cm2 compressive strength. sqm 1196.0 |
| 46 | 7.27 7.27.1 Red sand stone sqm 744.0 7.27.2 White sand stone sqm 744.0 |
| 47 | 7.32 NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work under sub - water with the quantity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. |
| 48 | 8.2 (A) Structural analysis and design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage and protection against fire hazard including: (B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (C) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (D) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (E) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, TandP, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineerin- Charge. Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. Upto two decimal places.Note: 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science and Technologies, India. Cost of testing is inclusive in the rates. Performance Testing of Structural glazing system Tests to be conducted in the NABL Certified laboratories(1) Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) and (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”(2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range upto 2000 ml.”(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml”(4) Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm”(5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site (6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” |
| 49 | 8.3 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 50 | 8.5 The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts,washers etc complete. |
| 51 | 8.6 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 52 | 8.7 a) Structural analysis and design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades.The aluminium composite panel cladding sheet shall be coil coated, with kynar 500 based PVDF / fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material and labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick) sqm 3800.0 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) sqm 3556.0 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) sqm 3312.0 |
| 53 | 9.1 9.1.1 Second class teak wood cum 90618.0 9.1.2 Sal wood cum 71309.0 9.1.3 Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.) cum 72744.0 9.1.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood 9.1.4.1 Frame of size 100mmX60mm single or double rebate meter 389.0 9.1.4.2 Frame of size 120mmX60mm double rebate. meter 457.0 |
| 54 | 9.3 9.3.1 Sal wood cum 76229.0 9.3.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. cum 77538.0 9.3.3 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. cum 64833.0 |
| 55 | 9.5 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters sqm 2776.0 9.5.1.2 30 mm thick shutters sqm 2448.0 9.5.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.5.2.1 35 mm thick shutters sqm 2205.0 9.5.2.2 30 mm thick shutters sqm 1956.0 9.5.3 Kiln seasoned selected planks of sheesham wood. 9.5.3.1 35 mm thick shutters sqm 2060.0 9.5.3.2 30 mm thick shutters sqm 1816.0 9.5.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 9.5.4.1 35 mm thick sqm 1089.0 9.5.4.2 30 mm thick sqm 969.0 |
| 56 | 9.6 9.6.1 Second class teak wood sqm 2215.0 9.6.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. sqm 1763.0 9.6.3 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. sqm 971.0 9.6.4 Ply wood 5 ply, 9 mm thick : 9.6.4.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. sqm 1439.0 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type sqm 1369.0 9.6.5 Ply wood 7 ply, 9 mm thick : 9.6.5.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. sqm 1861.0 9.6.5.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type sqm 1650.0 9.6.6 Particle Board 12 mm thick 9.6.6.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. sqm 791.0 9.6.6.2 Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. sqm 1087.0 9.6.6.3 Pre-laminated particle board with sqm 1333.0 decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. 9.6.6.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. sqm 1390.0 9.6.6.5 Coir Veneer Board (conforming to IS 14842) 12 mm thick sqm 1298.0 9.6.7 Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm) sqm 973.0 9.6.7.2 5 mm thick glass pane (weight not less than 12.5 kg/sqm) sqm 1046.0 9.6.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading sqm 1532.0 9.6.8.1 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum sqm 580.0 9.6.8.2 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum sqm 754.0 |
| 57 | 9.7 9.7.1 12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 : sqm 2717.0 9.7.2 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked: sqm 2868.0 9.7.3 12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked: sqm 2775.0 |
| 58 | 9.8 9.8.1 Second class teak wood 9.8.1.1 35 mm thick sqm 3408.0 9.8.1.2 30 mm thick sqm 3033.0 9.8.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.8.2.1 35 mm thick sqm 2758.0 9.8.2.2 30 mm thick sqm 2474.0 9.8.3 Kiln seasoned selected planks of sheesham wood. 9.8.3.1 35 mm thick sqm 2594.0 9.8.3.2 30 mm thick sqm 2331.0 9.8.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 9. 8.4.1 30 mm thick shutters sqm 1469.0 9. 8.4.2 35 mm thick shutters sqm 1589.0 |
| 59 | 9.1 9.10.1 5 mm thick instead of 4 mm thick. sqm 73.0 9.10.2 10 to 12 mm float glass sqm 132.0 9.10.3 5.5 mm safety glass sqm 400.0 9.10.4 10-12mm safety glass sqm 960.0 |
| 60 | 9.13 Deduct for not providing hinges in doors, windows or clerestory window shutters with : 9.14.1 Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. sqm 170.0 9.14.2 ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. sqm 53.0 |
| 61 | 9.15 9.15.1 Panelled or panelled and glazed shutters : 9.15.1.1 Using ISI marked anodised aluminium butt hinges with necessary screws. sqm 2736.0 9.15.1.2 Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. sqm 2753.0 9.15.2 Glazed shutters : 9.15.2.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. sqm 2815.0 9.15.2. 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. sqm 2759.0 |
| 62 | 9.16 9.16.1 12 mm thick sqm 555.0 9.16.2 18 mm thick sqm 654.0 |
| 63 | 9.17 9.17.1 18 mm thick sqm 1270.0 9.17.2 25 mm thick sqm 1383.0 |
| 64 | 9.18 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 2600.0 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 2370.0 9.18.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. sqm 2119.0 |
| 65 | 9.19 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 1622.0 9.19.2 30 mm thick including ISI marked sqm 1564.0 Stainless Steel butt hinges with necessary screws. 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. sqm 1533.0 |
| 66 | 9.22 9.22.1 Rectangular or square. sqm 157.0 9.22.2 Circular. sqm 244.0 |
| 67 | 9.25 9.25.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.1.1 Second class teak wood. sqm 3174.0 9.25.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 2599.0 9.25.1.3 Kiln seasoned selected class of sheesham wood. sqm 2452.0 9.25.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.2.1 Second class teak wood. sqm 3291.0 9.25.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 2716.0 9.25.2.3 Kiln seasoned selected class of sheesham wood. sqm 2569.0 9.25.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.3.1 Second class teak wood. sqm 2797.0 9.25.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 2306.0 9.25.3.3 Kiln seasoned selected class of sheesham wood. sqm 2179.0 9.25.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.4.1 Second class teak wood. sqm 2914.0 9.25.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 2423.0 9.25.4.3 Kiln seasoned selected class of sheesham wood. sqm 2296.0 |
| 68 | 9.26 9.26.1 35 mm thick shutters sqm 2427.0 9.26.2 30 mm thick shutters sqm 2102.0 |
| 69 | 9.28 9.28.1 25 mm long each 16.0 9.28.2 32 mm long each 18.0 9.28.3 40 mm long each 21.0 9.28.4 50 mm long each 25.0 9.28.5 60 mm long each 28.0 |
| 70 | 9.29 9.29.1 40 mm thick. sqm 5407.0 9.29.2 25 mm thick. sqm 3469.0 9.29.3 20 mm thick sqm 2802.0 9.29.4 12 mm thick sqm 1768.0 |
| 71 | 9.3 9.30.1 12 mm thick sqm 1174.0 9.30.2 18 mm thick sqm 1410.0 9.30.3 25 mm thick sqm 1525.0 |
| 72 | .9.32 |
| 73 | 9.34 9.34.1 18 mm thick sqm 1626.0 9.34.2 25 mm thick sqm 1741.0 |
| 74 | 9.35 9.35.1 2nd class teak wood 9.35.1.1 50x12 mm metre 102.0 9.35.1.2 50 x 20 mm metre 147.0 9.35.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.35.2.1 50x12 mm metre 85.0 9.35.2.2 50x20 mm metre 119.0 |
| 75 | 9.39 9.39.1 Non decorative veneer on both sides. metre 34.0 9.39.2 Particle board with decorative veneering on both sides. metre 102.0 |
| 76 | 9.41 9.41.1 12 mm dia. metre 289.0 9.41.2 20 mm dia. metre 377.0 9.41.3 25 mm dia. metre 382.0 |
| 77 | 9.42 9.42.1 20 mm dia (heavy type) metre 127.0 9.42.2 25 mm dia (heavy type) metre 141.0 |
| 78 | 9.43 9.43.1 Fixed to steel windows by welding. Kg 91.0 9.43.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 100.0 |
| 79 | 9.46 9.46.1 With 2nd class teak wood beading 62x19 mm. sqm 1000.0 9.46.2 With 12 mm mild steel U beading. sqm 681.0 |
| 80 | 9.5 9.50.1 125x65x2.12 mm each 30.0 9.50.2 100x58x1.90 mm each 23.0 9.50.3 75x47x1.70 mm each 18.0 9.50.4 50x37x1.50 mm each 10.0 |
| 81 | 9.51 9.51.1 125x90x4.00 mm each 53.0 9.51.2 100x75x3.50 mm each 35.0 9.51.3 75x60x3.10 mm each 21.0 9.51.4 50x40x2.50 mm each 13.0 |
| 82 | 9.52 9.52.1 125x65x2.12 mm each 32.0 9.52.2 100x58x1.90 mm each 23.0 9.52.3 75x47x1.70 mm each 17.0 9.52.4 50x37x1.50 mm each 10.0 |
| 83 | 9.53 9.53.1 150x125x27x2.80 mm each 58.0 9.53.2 125x125x27x2.80 mm each 55.0 9.53.3 100x125x27x2.80 mm each 46.0 9.53.4 75x100x20x2.24 mm each 39.0 |
| 84 | 9.54 9.54.1 150 mm each 169.0 9.54.2 125 mm each 163.0 9.54.3 100 mm each 131.0 |
| 85 | 9.55 9.55.1 150 mm each 174.0 9.55.2 125 mm each 163.0 9.55.3 100 mm each 137.0 |
| 86 | 9.56 9.56.1 Overall width 35 mm. metre 133.0 9.56.2 Overall width 50 mm. metre 138.0 9.56.3 Overall width 65 mm. metre 141.0 |
| 87 | 9.57 9.57.1 300x16 mm each 170.0 9.57.2 250x16 mm each 157.0 |
| 88 | 9.58 9.58.1 250x10 mm each 68.0 9.58.2 200x10 mm each 60.0 9.58.3 150x10 mm each 42.0 9.58.4 100x10 mm each 35.0 |
| 89 | 0.6 9.60.1 300x20x6 mm each 72.0 9.60.2 250x20x6 mm each 67.0 |
| 90 | 9.61 9.61.1 125 mm each 27.0 9.61.2 100 mm each 25.0 9.61.3 75 mm each 24.0 |
| 91 | 9.62 9.62.1 150 mm each 23.0 9.62.2 115 mm each 20.0 9.62.3 90 mm each 17.0 |
| 92 | 9.63 9.63.1 300 mm weighing not less than 200 gms. each 40.0 9.63.2 250 mm weighing not less than 150 gms. each 34.0 9.63.3 200 mm weighing not less than 120 gms. each 28.0 |
| 93 | 9.65 9.65.1 300x16 mm each 389.0 9.65.2 250x16 mm each 326.0 |
| 94 | 9.66 9.66.1 250x10 mm each 148.0 9.66.2 200x10 mm each 93.0 9.66.3 150x10 mm each 71.0 9.66.4 100x10 mm each 50.0 |
| 95 | 9.68 9.68.1 300x20x6 mm each 211.0 9.68.2 250x20x6 mm each 173.0 |
| 96 | 9.69 9.69.1 125 mm each 60.0 9.69.2 100 mm each 54.0 9.69.3 75 mm each 48.0 |
| 97 | 9.7 9.70.1 150 mm each 37.0 9.70.2 115 mm each 33.0 9.70.3 90 mm each 26.0 |
| 98 | 9.71 9.71.1 300 mm weighing not less than 200 gms. each 79.0 9.71.2 250 mm weighing not less than 150 gms. each 61.0 9.71.3 200 mm weighing not less than 120 gms. each 49.0 |
| 99 | 9.73 9.73.1 125x64x1.90 mm each 67.0 9.73.2 100X58X1.90 mm each 59.0 9.73.3 75x47x1.80 mm each 39.0 9.73.4 50x37x1.50 mm each 25.0 |
| 100 | 9.74 9.74.1 125x64x2.50 mm each 76.0 9.74.2 100x60x2.50 mm each 60.0 9.74.3 75x50x2.50 mm each 46.0 |
| 101 | 9.77 9.77.1 125x85x5.5 mm (heavy type) each 456.0 9.77.2 125x70x4 mm (ordinary type) each 148.0 9.77.3 100x85x5.5 mm (heavy type) each 387.0 9.77.4 100x70x4 mm (ordinary type) each 117.0 9.77.5 75x65x4 mm (heavy type) each 145.0 9.77.6 75x40x2.5 mm (ordinary type) each 74.0 9.77.7 50x40x2.5 mm (ordinary type) each 32.0 |
| 102 | 9.78 9.78.1 150x125x27x5 mm each 385.0 9.78.2 125x125x27x5 mm each 345.0 9.78.3 100x125x27x5 mm each 304.0 9.78.4 75x100x20x3.2 mm each 239.0 |
| 103 | 9.79 9.79.1 400x10 mm each 400.0 9.79.2 250x10 mm each 329.0 9.79.3 200x10 mm each 261.0 9.79.4 150x10 mm each 221.0 9.79.5 100x10 mm each 142.0 |
| 104 | 9.8 9.80.1 300x16x5 mm each 237.0 9.80.2 250x16x5 mm each 225.0 |
| 105 | 9.81 9.81.1 125 mm each 205.0 9.81.2 100 mm each 181.0 9.81.3 75 mm each 141.0 |
| 106 | 9.82 9.82.1 300x16mm each 407.0 9.82.2 250x16mm each 374.0 |
| 107 | 9.87 9.87.1 40 mm each 144.0 9.87.2 50 mm each 150.0 9.87.3 65 mm each 162.0 9.87.4 75 mm each 185.0 |
| 108 | 9.39 9.91.1 300 mm weighing not less than 330 gms each 184.0 9.91.2 250 mm weighing not less than 280 gms each 147.0 9.91.3 200 mm weighing not less than 240 gms each 136.0 |
| 109 | 9.92 9.92.1 150 mm each 115.0 9.92.2 115 mm each 94.0 9.92.3 90 mm each 80.0 |
| 110 | 9.99 9.99.1 Size 40 mm each 144.0 9.99.2 Size 50 mm each 156.0 9.99.3 Size 65 mm each 167.0 9.99.4 Size 75 mm each 196.0 |
| 111 | 9.101 9.101.1 300x16mm each 268.0 9.101.2 250x16mm each 245.0 |
| 112 | 9.102 9.102.1 400X10mm each 260.0 9.102.2 300x10mm each 198.0 9.102.3 250x10mm each 164.0 9.102.4 200x10 mm each 113.0 9.102.5 150x10 mm each 91.0 9.102.6 100x10 mm each 73.0 |
| 113 | 9.1 9.103.1 300x16x5mm each 255.0 9.103.2 250x16x5mm each 243.0 |
| 114 | 9.104 |
| 115 | 9.105 9.105.1 125 mm each 241.0 9.105.2 100 mm each 206.0 9.105.3 75 mm each 182.0 |
| 116 | 9.106 |
| 117 | 9.107 9.107.1 300 mm weighing not less than 330 gms each 207.0 9.107.2 250 mm weighing not less than 280 gms each 178.0 9.107.3 200 mm weighing not less than 240 gms each 149.0 |
| 118 | 9.108 Note:- Aluminum hinges shall not be used in wooden shutters. 9.108.1 125x75x4 mm each 115.0 9.108.2 125x63x4 mm each 108.0 9.108.3 100x75x4 mm each 95.0 9.108.4 100x63x4 mm each 93.0 9.108.5 100x63x3.2 mm each 90.0 9.108.6 75x63x4 mm each 77.0 9.108.7 75x63x3.2 mm each 75.0 9.108.8 75x45x3.2 mm each 67.0 |
| 119 | 9.109 9.109.1 300x16 mm each 241.0 9.109.2 250x16 mm each 195.0 |
| 120 | 9.11 9.110.1 400X10mm each 123.0 9.110.2 300x10 mm each 114.0 9.110.3 250x10 mm each 102.0 9.110.4 200x10 mm each 82.0 9.110.5 150x10 mm each 69.0 9.110.6 100x10 mm each 55.0 |
| 121 | 9.111 |
| 122 | 9.112 |
| 123 | 9.113 9.113.1 125 mm each 75.0 9.113.2 100 mm each 55.0 9.113.3 75 mm each 46.0 |
| 124 | 9.114 9.114.1 Single rubber stopper each 35.0 9.114.2 Twin rubber stopper each 86.0 |
| 125 | 9.115 |
| 126 | 9.116 |
| 127 | 9.117 |
| 128 | 9.118 9.118.1 125x34x24 mm weighing not less than 23 gms. each 44.0 9.118.2 150x34x24 mm weighing not less than 26 gms. each 48.0 |
| 129 | 9.119 9.119.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms. each 62.0 9.119.2 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms. each 82.0 |
| 130 | 9.12 9.120.1 152x42x18 mm weighing not less than 60 gms. each 87.0 9.120.2 202x42x18 mm weighing not less than 78 gms. each 106.0 |
| 131 | 9.121 |
| 132 | 9.122 |
| 133 | 9.123 9.123.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.1.1 Second class teak wood. sqm 3583.0 9.123.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 3008.0 9.123.1.3 Kiln seasoned selected class of sheesham wood. sqm 2862.0 9.123.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.2.1 Second class teak wood. sqm 3700.0 9.123.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 3125.0 9.123.2.3 Kiln seasoned selected class of sheesham wood. sqm 2979.0 9.123.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.3.1 Second class teak wood. sqm 3206.0 9.123.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 2715.0 9.123.3.3 Kiln seasoned selected class of sheesham wood. sqm 2589.0 9.123.4 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.4.1 Second class teak wood. sqm 3323.0 9.123.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. sqm 2832.0 9.123.4.3 Kiln seasoned selected class of sheesham wood. sqm 2706.0 |
| 134 | 9.124 9.124.1 With 2nd class teak wood beading 62x19 mm. sqm 1689.0 9.124.2 With 12 mm mild steel U beading. sqm 1370.0 |
| 135 | 9.126 |
| 136 | 9.127 |
| 137 | 9.128 |
| 138 | 9.129 9.129.1 Triple strip vertical type. each 28.0 9.129.2 Double strip (horizontal type). each 23.0 |
| 139 | 9.131 9.131.1 300mm long each set 209.0 9.131.2 450mm long each set 256.0 9.131.3 500mm long each set 302.0 |
| 140 | 9.132 |
| 141 | 9.133 9.133.1 Marine plywood conforming to IS: 710 sqm 1591.0 9.133.2 Fire retardant plywood conforming to IS: 5509 sqm 1660.0 |
| 142 | 9.134 9.134.1 1.5 mm thick. sqm 851.0 9.134.2 1.0 mm thick. sqm 691.0 |
| 143 | 9.135 |
| 144 | 9.136 9.136.1 With decorative veneering on one side and commercial veneering on other side. sqm 1433.0 9.136.2 With non decorative veneering on both sides. sqm 1322.0 |
| 145 | 9.137 |
| 146 | 9.138 9.138.1 12 mm thick. sqm 919.0 9.138.2 18 mm thick. sqm 1161.0 9.138.3 25 mm thick. sqm 1230.0 |
| 147 | 9.139 |
| 148 | 9.14 9.140.1 18 mm thick sqm 1493.0 9.140.2 25 mm thick sqm 2017.0 |
| 149 | 9.143 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 |
| 150 | 9.145 9.145.1 Board 12 mm thick sqm 811.0 9.145.2 Board 18 mm thick sqm 943.0 |
| 151 | 9.146 9.146.1 18 mm thick sqm 1055.0 9.146.2 25 mm thick sqm 1420.0 |
| 152 | 9.158 9.158.1 Extruded section Profile size 48x40 mm. metre 203.0 9.158.2 Extruded section Profile size 42x50 mm. metre 208.0 |
| 153 | 9.159 |
| 154 | 9.161 |
| 155 | 9.165 |
| 156 | 9.166 9.166.1 Plain PVC door shutters. sqm 2026.0 9.166.2 Pre laminated PVC door shutters. sqm 2490.0 |
| 157 | 9.167 |
| 158 | 9.168 Non decorative finish. sqm 2026.0 Decorative finish (both side wood grained finish). sqm 2432.0 |
| 159 | 9.175 |
| 160 | 9.176 9.176.1 Non decorative finish (matt finish). sqm 2037.0 9.176.2 Decorative finish (wood grained finish). sqm 2142.0 |
| 161 | 9.177 |
| 162 | 9.182 |
| 163 | 9.183 |
| 164 | 9.184 |
| 165 | 9.185 |
| 166 | 9.186 |
| 167 | 9.187 9.187.1 Casement Window (Outward/Inward opening) with hinge System. 9.187.1.1 Frame (50 mm x 50mm) metre 422.0 9.187.1.2 Sash (Style and Rail) (62 mm x 34 mm) metre 403.0 9.187.1.3 Mullion (intermediate Section) (66mm x 50 mm) metre 434.0 9.187.1.4 ‘T' Profile (one vertical length in between two shutters) (24mm x 34.5mm) metre 99.0 9.187.1.5 Glazing bead (12mm x 18mm) metre 130.0 9.187.2 Casement Window (With friction hinge and outward opening) 9.187.2.1 Casement Frame (67mm x 62mm) metre 495.0 9.187.2.2 Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) metre 519.0 9.187.2.3 Casement Glazing bead (35mm x 18 mm) metre 178.0 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67mm x 52mm) metre 9.187.3.2 Sliding window Sash (60mm x 44mm) metre 529.0 9.187.3.3 Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) metre 139.0 9.187.3.4 Sliding Glazing bead (35 mm x 18 mm) metre 178.0 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67mm x 52mm) metre 539.0 9.187.4.2 Sliding Door Sash (80mm x 44mm) metre 653.0 9.187.4.3 Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) metre 139.0 9.187.4.4 Sliding Glazing bead (35 mm x 18 mm) metre 178.0 |
| 168 | 9.188 9.188.1 200 x 19 x 1.9 mm each 321.0 9.188.2 250 x 19 x 1.9 mm each 369.0 9.188.3 300 x 19 x 1.9 mm each 462.0 9.188.4 350 x 19 x 1.9 mm each 526.0 9.188.5 400 x 19 x 1.9 mm each 636.0 |
| 169 | 9.189 |
| 170 | 9.191 |
| 171 | 9.192 |
| 172 | 9.193 |
| 173 | 9.194 of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) 9.193.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) sqm 6798.0 9.193.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). sqm 6221.0 9.193.3 Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). sqm 4842.0 9.193.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / sqm 6681.0 9.193.5 Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) sqm 6942.0 9.193.6 Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) sqm 5290.0 |
| 174 | 9.0 194.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) sqm 4860.0 |
| 175 | 9.195 9.195.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). 9.195.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±.0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). |
| 176 | 9.196 Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.196.1 Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) sqm 5060.0 9.196.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). sqm 6880.0 9.196.3 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). sqm 5134.0 9.196.4 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). sqm 6371.0 9.196.5 Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) sqm 5913.0 |
| 177 | 9.197 Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.197.1 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm). sqm 4332.0 9.197.2 Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). sqm 3532.0 |
| 178 | 9.198 9.198.1 Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm). sqm 3676.0 9.198.2 Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm). sqm 3810.0 9.198.3 Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) sqm 4361.0 9.198.4 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) sqm 5617.0 |
| 179 | 9.199 |
| 180 | 9.2 9.200.1 24 to 25 mm thick plain solid PVC flush door shutter 9.200.2 28 to 30 mm thick plain solid PVC flush door shutter |
| 181 | 9.201 9.201.1 1mm thick laminated sheet sqm 3693.0 9.201.2 0.12 mm thick laminated sheet sqm 3461.0 |
| 182 | 9.202 9.202.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. sqm 3339.0 9.202.2 35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. sqm 3171.0 9.202.3 25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. sqm 3005.0 |
| 183 | 9.203 9.203.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary. sqm 1953.0 9.203.2 30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. sqm 1772.0 25mm thick including 3 nos. 100mm long, screws. ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. sqm 1532.0 |
| 184 | 9.204 |
| 185 | 9.213 9.213.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. sqm 2775.0 9.213.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. sqm 2675.0 9.213.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. sqm 2575.0 |
| 186 | 9.214 9.214.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. sqm 3650.0 9.214.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.screws. sqm 3550.0 9.214.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. sqm 3450.0 |
| 187 | 9.215 9.215.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. sqm 3121.0 9.215.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. sqm 3021.0 9.215.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. sqm 2921.0 |
| 188 | 9.216 |
| 189 | 9.217 Note- Schedule of items includes all the items required for maintainance of buildings regarding A/R, S/R MOW, Deposit & Other Works as per SCHEDULE OF RATES FOR BUILDING WORKS inforce from 01/01/2024, issued by Project Director, Public Works Department (PIU) M.P. Bhopal. Sub Engineer Sub Divisional OfficerP.W.D. Jail Sub Division. No.1Bhopal Executive EngineerP.W.D. Maintanance Division No.2Bhopal |
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