Etender For Construction Of Multipupose Hall At 09 Jnvs In Uttarakhand; (A) COST OF BUILDING (i) MP HALL CIVIL WORKS 229.52 2.19 231.71 (i) TOILET BLOCK (BOYS) 15.16 0.00 15.16 (i) TOILET BLOCK (GIRLS) 16.36 16.36 (iv) INTERNAL PLUMBING WORKS (MP HALL) 1.21 1.21 (iv) EXTERNAL PLUMBING WORKS (EXTERNAL TOILETS) 6.76 6.76 (vi) INTERNAL ELECTRICAL WORKS 26.98 4.94 31.92 (vii) FIRE FIGHTING WORKS 3.16 0.81 3.97 (viii) Supply and Erection of PROFLEX SHEET with all respect to complete the job as per dsign and drawings (B) External Development (ix) EXTERNAL SEWERAGE SYSTEM 4.51 4.51 (x) EXTERNAL ELECTRICAL WORKS 0.74 2.83 3.57 (xi) ROAD WORKS (105 SQM) 2.76 2.76 (xii) EXTERNAL DRAIN (160 RM) 4.37 4.37 (xii) INTERLOCKING (287.1 SQM) 5.24 5.24 (xiv) SITE LEVELLING 1.96 1.96 1 2.6.1 Excavation in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. 734.08 cum 177.50 1,30,299.20 2 2.25(a) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 10km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides offoundation etc. complete for all lift. 325.03 cum 700.50 2,27,683.52 3 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 104.51 cum 2123.75 2,21,953.11 4 4.1.10 Providing and laying Cement concrete 1:5:10 (1cement :4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 126.290 cum 6518.80 8,23,259.25 5 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1 :2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) 59.420 sqm 410.85 24,412.71 6 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 329.940 sqm 146.15 48,220.73 7 5.33 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.). 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 220.910 cum 9504.75 20,99,694.32 8 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 184.52 cum 9860.40 18,19,441.01 9 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 197.00 sqm 392.15 77,253.55 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 100.90 sqm 842.50 85,008.25 5.9.3 Suspended floors, roofs, landings, balconies and access platform 136.11 sqm 927.25 1,26,208.00 5.9.4 Shelves (Cast in situ) 1.10 sqm 927.25 1,019.98 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 890.44 sqm 736.40 6,55,720.02 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 509.19 sqm 961.30 4,89,484.35 5.9.16.1 Edges of slabs and breaks in floors and walls Under 20 cm wide 133.65 metre 208.55 27,872.71 5.9.19 Weather shade, Chajjas, corbels etc., including edges 47.28 sqm 951.10 44,968.01 10 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 107.48 cum 7132.25 7,66,574.23 11 6.4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 294.68 cum 9105.95 26,83,341.35 12 6.13.2 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor Vlevel. Cement mortar 1 :4 (1 cement :4 coarse sand) 88.88 sqm 1123.80 99,883.34 13 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 88.88 sqm 104.80 9,314.62 14 2.34 Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 580.60 litre 234.75 1,36,295.85 15 2.35 Diluting and injecting chemical emulsion for PreCONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1045.06 sqm 310.05 3,24,020.85 16 5.22.A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 482.82 qtl 10785.00 52,07,213.70 17 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 22.00 each 72.35 1,591.70 18 9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded) 0.00 RMT 2202.90 - 19 9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/ m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately) 0.00 sqm 12017.90 - 20 9.164 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc. with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape kerafix 2000 of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-incharge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The glass should be manufactured in India. The manufacturer have to give test report/certification of fire glass and the glass should be toughned in nature with Bi Directional Fire Protection and have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. 0.00 sqm 43677.65 - 21 9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. 0.00 Nos. 8366.15 - 22 MR Door Closer TS 71 V Std Arm 01 Nos Per Leaf 0.00 Nos. 11350.00 - 23 8101 SS ball bearing of size 100 x89x3mm 0.00 Nos. 750.0
