Erection of Pre Fabricated Building 24 x 20 X 12 ft at Tehsil Office Kishtwar

Amount

Site Preparation Earth work in excavation by manual means over area for leveling purpose including disposal of excavated earth up to 50m from cutting edge and should be disposed in near-by all kind of soil Foundation for plinth work = 88’-0”-0” x 1’-6” x 1’-6’ ’= 198ft3 Foundation for columns = 12 x (2’ x 2’ x 3’-0”) = 144ft3 Foundation for plinth protection = 104’-0” x 1’-6” x 0’-6” = 78 ft3 Total = 420 ft3 = 11.886 m3 (SCH-2.8.1) Area to be excavated keeping in view the earth quake resistance for which a MS Mesh (10 mm) is to be provided in the base foundation of the plinth The Earth work also includes the area to be excavated to make a even surface for Erection of the Pre Fabricated Structure.

Providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. Plinth work = 88’-0” x 1’-6” x 1’-6’’= 198 ft3 Flooring= 24’-0” x 20’-0” x 0’-4’’= 159.9 ft3 Foundation for columns = 12 x (2’ x 2’ x 6”) = 24 ft3 Plinth Protection= 104’-0” x 1’-6” x 0’-6” = 83 ft3 Total = 464.9 ft3 = 13.156 m3 (SCH-4.8.8) The Plinth work also includes the area for PCC Work to make a even surface for Erection of the Pre Fabricated Structure.

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 1:2:4 (One cement: Two coarse sand: Four Graded stone aggregate 20 mm nominal in size) Plinth work = (88’-0” x 1’-6” x 1’-0’’) + (88’-0” x 1’-0” x 2’-0’’) = 308 ft3 Flooring = (24’-0” x 20’-0” x 0’-6’’) = 240 ft3 Foundation for Columns = 12 x (1’-6” x 1’-6” x 1’-6”) + 08 x (1’-6” x 1’-0” x 2’-0”) = 64.5 ft3 Plinth Protection = 104’-0” x 1’-6” x 0’-6”= 78 ft3 KITCHEN Slab = (11’-6” x 2’-6” x 0’-6”) + 4 x (3’-0” x 2’-6” x 0’-6”) = 29.37 ft3 Stairs = 4 x (5’-0” x 2’-6” x 0’-6”) + 3 x (5’-0” x 0’-6” x 0-6”) = 28.75 ft2 Total = 748.62 ft3 = 21.185 m3 (SCH-4.4.3) The PCC work also includes the area for PCC Work to make a even surface for Erection of the Pre Fabricated Structure.

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 for Plinth beam 10 mm bar of length 1400’ = 426.72 mtr = @ 0.617 kg per metre = 263.28 kg 08mm bar of length Tie beam 1254’ = 382.21 mtr = @ 0.395 kg per metre = 150.97 kg Total = 414.256 kg (SCH-5.22.1) The Steel Reinforcement also includes the area for a even surface for Erection of the Pre-Fabricated Structure.

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Area = 2 x (88’-0” x 2’-0”) = 352 ft2 = 32.70 m2 (SCH-4.6.1)

12 mm cement plaster to plinth wall of mix 1 : 3 (1 cement : 3 fine sand) Area = (88’-0” x 2’-0”) = 176 ft2 = 16.35 m2. Total = 16.35 m2 (SCH-13.10.1)

Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. (SCH-2.23) Area = (24’-0” x 20’-0” x 1’-6”) = 720 ft3 = 20.376 m3 (SCH-2.23)

Steel work welded in built up section/ framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. trusses including primer and enamel paint including nut bolts, kingpost, struts etc. Column Square Hollow Pipe Section (100 x 100 x 5 mm) = 12 x (15’-0”) = 180 rft = 54.86 m @ 14.58 kg/m = 799.91 kg MS Sq. Plate of size (200 x 200 x 10 mm): = 76 kg Rectangular Sections Truss (100 x 50 x 04mm) @ 204’ = 62.17 rm @ 08.7kg/m = 540.95 kg Rectangular Sections Truss Bracing (50 x 50 x 03.6mm) @ 676’ = 206.04 rm @ 05.07kg/m = 1044.64 kg Rectangular Sections Purlins of size (50 x 50 x 3.6mm) @ 532’ = 162.15 m @ 5.07 kg/m = 822.11 kg Side rails (50 x 25 x 2.60 mm)= 196’= 59.74 m @ 2.71 kg/m = 161.89 kg 32 MS Anchor Bolts of size 20 mm x 750 mm 26 x 2’-6”= 65’= 19.81 mtr @ 2.5kg per metre = 49.53 kg Rectangular C-Channel ISMC 75 @ 158 = 48.15 m @ 6.8 kg/m = 327.47 kg Total Weight = 3822.5 Kg (SCH-10.2.2) Certified copy of MS Steel Weight to be submitted during the time of execution

Supply and installation at site of Prefabricated PUF (Poly-Urethane Foam) Panels of size 60 mm thick Fire proof Panels for walls (PPGI finish on both sides) and 0.50 mm thick Color Coated Corrugated PPGI sheet for Roof to make a closed structure on the outer frame including doors and windows. Prefabricated Sandwich PUF panels with Cam toggle type fasteners fitted and self-locking PVC gaskets fitted on all sides of wall and ceiling/roof including rivets, Silicones, Anchor fastener, self drilling screw and all other allied accessories required for the installation/erection of PUF panels. a. Wall to wall cam locking system. Internal/External flashing to be provided. Job includes Cladding on all walls including sunshade on all windows and outer doors.

Fabrication, Providing and Fitting of Aluminum doors, windows and ventilators with frame made out of Powdered coated aluminum of gauge not more than 12 mm including glass, rubber beading, aluminum Fly mesh, aluminum sheet panels for doors and other allied accessories. The total no. quantity of doors and windows are enclosed as per Annexure “A”. The color and final design is approved by Engineer in charge

Tiles Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand)I including grouting the joints with white cement and matching pigments etc. complete. (Size-600x600mm) Floor area = (24’-0” x 20’-0”) = 480 ft2 = 44.59 m2 (SCH-11.52.2)

False Ceiling Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminum primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodized aluminum (with 15 micron anodic coating) T- sections 35 x 15 x 1.5 mm size main runners, cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia. M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of primer and paint as per Direction of Engineer Incharge. Roof area = (24’-0” x 20’-0”) = 480 ft2 = 44.59 m2 (SCH-12.40)

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single Socketed pipes 110 mm dia Length of pipe = 88 ft = 26.82 mtr (SCH-12.58.2)

Providing and fitting of following sanitary items in one no. bathroom and Kitchen to make them fully functional. Job includes P/F of 1 no. English Seat with all accessories, 1 no. urinal pot with all accessories, 1 no. wash basin of size not less than 18” with all accessories, 1 no. steel sink of size 24“, 1 no. looking mirror of appropriate size, 2 nos Towel rods, Soap holders, Bib cocks, pillar cock, angle valves, PVC pipe waste pipe, Pvc connections and all other accessories. Providing and laying underground PVC pipe of size 150 mm of reputed make for sewage from bathroom to soakage pit and 75 mm PVC pipe for urinal, wash basin and kitchen sink. Providing and laying of CPVC pipe of size 50 mm and 25 mm for water supply to the bathroom and Kitchen from main source along with all allied fitting and accessories. Job also includes construction of main holes, PVC cover at the top of the main/check hole, cement circular soakage septic tank of size 03ft dia and depth of 8ft with lid and cover, fitting of gas pipe along with connections with the bathroom to make bathroom fully functional with all other allied accessories.

Making Soakage pit 2.5 mtr diameter 3 mtr deep with 45x45cm dry brick honey comb shaft with carbon burnt clay non-modular bricks of class designation 7.5 bricks and SW drain pipe 100mm pipe, 1.8mtr long. Complete as per standard design.

P/F of 2 nos P.V.C water storage tank of capacities 1000 ltrs and 500 ltrs along with all allied accessories and connections. The 500 ltrs tank should be placed on a platform made out of rectangular section MS pipe of size 60 mm X 40 mm of thickness not less than 3.6 mm. The height of the fabricated platform should not be less than 10 feet from ground level. The 1000 ltrs tank should be placed on a PCC Platform made on the ground level. Job also includes providing and fitting of 0.5 HP mono block pump for lifting the water with all allied accessories and fittings. The job is inclusive of all material cost, labour cost and taxes.

Electrification of the facilitation center by way of Providing and fitting of 10 nos. round recess/ surface 20 watt LEDs, 6 nos 4 feet LED tube lights, 2 nos ceiling fans with regulator of 1200 mm sweep, 2 nos exhaust fans of 12” dia with lovers, 100 W LED Flood Light. Providing and fitting of 1 no. distribution panel consisting of MCCBs, MCBs, SPN for different circuits. Providing and laying of main service line of size 16 sq. mm from main pole to MCB/distribution box and 1 mm sq. mm, 1.5 mm sq mm. 2.5 sq.mm pvc wire, 4 mm pvc wire for different power circuits. P/F of modular switches, sockets, conduits of different power rating as per site requirement. The job includes material cost ,labour cost and taxes

Sansys Enterprises (BID ID -2312831)