Shri Mata Vaishno Devi University Tender

CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size). 7’x7’x3” = 12.25 Cft = 0.35 Cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with base works 1:2:4 (1 cement: 2 coarse sands: 4 graded stone aggregate 20 mm nominal size). 7’x7’x2’-6” = 122.5 Cft = 3.49 Cum

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). Raft = 7’x7’x9’’ = 36.75 Cft, Columns = 4x 1’6’’x9’’x41’6’’ = 186.75 Cft, Tie Beam = 4x25’x1’x9’’ = 75 Cft, Roof Slab = 7’x7’x6’’ = 24.5 Cft, RCC wall upto plinth level = (7’+7’+7’+7’)x9’’x5’6’’ = 115.5 Cft, RCC of Platform (Beam & Platform) = 2(9’’x1’x6’)+(6’x5’x6’’) = 24 Cft, Total = 36.75+186.75+75+24.5+115.5+24 = 462.5 Cft = 13.10 Cum

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars. TMT Bars (10 mm) for Raft/ Column/ Ring/ Column Base/Top) and Mild steel and medium tensile steel bars (12 mm) for Platform + Beam 02 Nos. 12 mm Bar: Beam (02 nos)= 2x8x12’ = 192’, Platform reinforcement = 8’x12+ 5’x18 = 186’ Total Length = 192’ + 186’ = 378’ = 115.24 mtr, Weight of 12 mm bar = 0.89 x 115.24 = 102.57 Kg 10 mm Bar: Raft = 14x8’ = 112’, Column = 4x42’6’’x6 = 1020’, Tie Beam = 4x28’x6 = 672’, Roof slab = 14x8’ = 112’, Total Length = 112’+1020’+672’+112’ = 1916’ = 584 mtr, Weight of 10 mm bar = 0.617x 584 = 360.32 Kg, 8 mm Bar: Column Ring = 4x11’x84 = 3696’, Tie Beam Ring = 3’6’’x56x4 = 784’, Platform Beam Ring = 2x12x3’6’’ = 84’,Total Length = 3696’ + 784’ + 84’ = 4564’ = 1391 mtr, Weight of 8 mm bar = 0.395 x 1391 = 542.49 Kg, Total Weight = 102.57 + 360.32 + 542.49 = 1005.38 Kg

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement lime mortar 1:1:6 (1 cement: 1 lime putty: 6fine sand). Qty = 21’x9’’x32’ + 7’x9’’x18’ = 598.5 Cft = 16.95 Cum

15mm Cement plaster on the rough side of single or half brick wall of mix: 1: 4 (1 cement: 4 fine sand) Plaster Both side of Bricks. Qty = 21’x32’x2 + 7’x18’x2 = 1596 Sft = 148.27 Sqm

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. Columns = 4x37’x4’6’’ = 666 Sft, Beams = 4x28’x2’9’’ = 308 Sft, Foundation = 28’x3’6’’ = 98 Sft, Platform Base = 6’x5’ = 30 Sft, Platform Beam = 2x6’x2’9’’ = 33 Sft, Roof Slab = 7’x7’ + 6’’x28’ = 63 Sft, Total = 666 + 308 + 98 + 30 + 33 + 63 = 1198 Sft = 111 Sqm

Providing and fixing of toughened glass 12 mm at the rear end of the lift well at the ground floor and at the first floor along with SS- 316 Grade Stainless steel brackets & bolt assembly. This job also includes the labour cost and applicable taxes.

Providing and fixing double scaffolding system ( cup lock type ) on the exterior side of building/ structure, upto 25 mtrs height above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 mtr.c/c, horizontal and vertical tubes joint with cup and lock system with M.s tube, M.S tubes Challis M.S clamps and stairs case system in the scaffolding for working platform etc. and maintaining it in a serviceable condition of execution of work of cleaning and/ or pointing and/or applying chemical and removing it their after the scaffolding system shall be stiffened with bracings, runners connecting with the building etc. where ever required. if feasible, for inspection of work at required location with essential safety features for the work men etc, complete as per directions and approval of Engineer-in-charge.

Providing and fixing of the mild steel trap door of size 3 ft Wide x 2 ft High along with the frame at the top of the lift well. It includes the labour cost and applicable taxes.

Carriage of Stone aggregate 40 mm nominal size and above By Mechanical Transport including loading, unloading and stacking upto 20 km.

Carriage of Sand/Bajri aggregate below 40mm nominal size By Mechanical Transport including loading, unloading and stacking upto 20 km.

Carriage of Steel by Mechanical Transport including loading, unloading and stacking upto 50 km.

Carriage of Cement bags By Mechanical Transport including loading, unloading and stacking upto 50 km.

Carriage of Bricks By Mechanical Transport including loading, unloading and stacking upto 50 km.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.

Anchoring for beams incl. all charges i.e., labour, welding set, cutter, etc. incl. all lift lead charges. a) Charges for welding set, electricity connection charges, welding rods, etc, and all lead lift, carriages complete.i.e., 4x Rs 2500/day. b) Labour (welder) for anchoring.

Providing and fitting of load hook – 03 nos. having capacity to carry 03 Ton each, to be provided at the top of lift well.

Disposal of Mulba (by Mech. means outside municipal limits).

Providing and fitting of the C/I Channel of size 6” – 04 nos. Fitting will be done by way of grouting in the lift wall for the motor and Over speed Governor. This job also includes the labour cost and applicable taxes.

Cost of CAMC: Comprehensive Annual Maintenance (CAMC) for first Year after the completion of defect liabilty period (DLP).

Comprehensive Annual Maintenance (CAMC) for second Year after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for third Years after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for Fourth Years after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for Fifth Year after the completion of DLP.

Maintenance Free Earthing for the lift: Long life maintenance free electrolytic earthling system with 10 feet vertical k type copper not less then 2”(50.8mm)ID and not less than 0.08”(2.03mm) wall thickness ,which does not require manual addition of water .The system should be corrosion resistant pre-filled with hygroscopic powder and provided with suitable breathing and leaching ports at the ends. Rated for high fault currents bas bar rated for 10KA, fault current bus bar connection type as “Terraweld” to with hold temperature of 7000C.The earthling port shall be designed and supplied with poly plastic port cover non conductive, environment friendly and lockable. The job includes pit digging, installation of the rods, filling earth, leveling and disposal etc. Required size copper strip as per site requirement.

Electric Wiring and Lighting of Lift Well: It includes the three phase and neutral phase wiring from the mains supply (to be provided at the ground floor) to the top of the lift well by providing and fitting of electrical insulated cable – 04 sqm., single core, DbBox12Way 01 No., ELCB 4Pole 40A 300mAmp 01 No., MCB 4 Pole 40Amp 01 No., ELCB 2 Pole 32 Amp 30mamps, MCB 2 Pole 32 A 01 No., Light point with 5-pin socket and switch shall be provided in the lift well at a space not exceeding 3m. All the light point shall have control from the mains panel with SPN and conduits. Socket outlets may also be provided at a suitable place for use by the maintenance staff above the ground floor landing. The wiring includes bulk head fitting (LED) and exhaust fan as required (complete job )