Construction of Pre Fabricated Hut with Toilet at Marwah Kishtwar

Amount

Site Preparation Earthwork 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 = 64’-0”-0” x 1’-6” x 1’-6’ ’= 146.25ft3 Foundation for columns = 6 x (2’ x 2’ x 3’-0”) = 72ft3 Foundation for plinth protection = 72’-0” x 1’-6” x 0’-6” = 54 ft3 Total = 272.25ft3 = 7.70 m3 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 (SCH – 2.8.1)

Providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. Plinth work = 64’-0” x 1’-6” x 0’-6’’= 48 ft3 Flooring= 18’-0” x 14’-0” x 0’-3’’= 75.6 ft3 Foundation for columns = 6 x (2’ x 2’ x 6”) = 12 ft3 Plinth Protection= 72’-0” x 1’-6” x 0’-6” = 54 ft3 Total = 189.6 ft3 = 5.36m3 (SCH – 4.4.8)

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 = (64’-0” x 1’-6” x 1’-0’’) + (64’-0” x 1’-0” x 2’-0’’) = 224 ft3 Flooring = (18’-0” x 14’-0” x 0’-6’’) = 126 ft3 Foundation for Columns = 6 x (1’-6” x 1’-6” x 1’-6”)+ 2 x (1’-6” x 1’-0” x 2’-0”) = 26.25ft3 Plinth Protection = 72’-0” x 1’-6” x 0’-6”= 54 ft3 KITCHEN Slab = (11’-6” x 2’-6” x 0’-6”) + 4 x (3’-0” x 2’-6” x 0’-6”) = 29.37 ft3 Total = 459.62ft3 = 13.01m3 (SCH – 4.4.3)

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 500’ = 152.5 mtr = @ 0.617 kg per metre = 94.03 kg 8mm bar of length Tie beam 1437’ = 437.99mtr = @ 0.395 kg per metre = 173.00 kg Total =267.03 kg (SCH-5.22.1)

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Area = 2 x (64’-0” x 2’-0”) = 256 ft2 = 23.78m2 (SCH-4.6.1)

12 mm cement plaster to plinth wall of mix 1 : 3 (1 cement : 3 fine sand) Area = (64’-0” x 2’-0”) = 128 ft2 = 11.89m2 Total = 13.38 m2 (SCH - 13.1.2)

Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. SCH-2.23 Area = (18’-0” x 14’-0” x 1’-6”) = 378ft3 = 110.69m3

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) = 8 x (10’-0”) = 24.38m @ 14.58 kg/m = 355.51 kg MS Sq. Plate of size (200 x 200 x 10 mm): = 35 kg Rectangular Sections Truss (100 x 50 x 04mm) = 29 rm @ 08.7kg/m = 252.3 kg Rectangular Sections Truss Bracing (50 x 50 x 03.6mm) = 60 rm @ 05.07kg/m = 304.2 kg Rectangular Sections Parlins of size (50 x 50 x 3.6mm) = 43.9 rm @ 5.07 kg/m = 222.57 kg Side rails (50 x 25 x 2.60 mm)= 29.26 m @ 2.71 kg/m = 79.29 kg 24 MS Anchor Bolts of size 20 mm x 750 mm 24x2’-6”=60’[email protected] per metre=75.75 kg Rectangular C-Channel ISMC 75 23.81 rm @ 6.8 kg/m = 161.90 kg Total Weight = 1486.52 Kg (Sch-10.2.2)

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) 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 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

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- sections35 x15x1.5 mm size main runners, cross runners 23.5x19x1.5 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 = (18’-0” x 14’-0”) = 252 ft2 = 23.41 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 = 38 ft = 11.58 mtr (SCH = 2022 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. 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, PVC Bib cocks, PVC pillar cock, angle valves, gratings, 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 3ft 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.

P/F of 01 nos P.V.C water storage tank of capacities 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. 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 08 nos. round recess/ surface 10 watt LEDs, electric bulbs 09 watt along with holders – 04 No, 2 nos exhaust fans of 12” dia with lovers. Providing and fitting of 01 no. Main MCB Switch for the complete Circuit. 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, 4 mm pvc wire for different power circuits. P/F of modular switches, sockets, conduits of different per site requirement. The job includes material cost, labour cost and taxes. Complete Job

Providing and fixing 0.50 mm pre-profiled colour coated corrugated sheets to laid over frame work of trusses columns, purlins and side rails using hot dipped zinc coated self drilling hexagonal washers, fastener etc. Total Area - 49.39 M2 The job includes material cost, labour cost, Carriage, transportation and taxes. Complete Job

Carriage / Freight / Transportation charges for material to Marwah

M/S ISHAN ELECTRICAL and MECH. ENGG. WORKS (BID ID -2372972)

SAJAD HUSSAIN SHEIKH (BID ID -2376332)

RAHIL MENGI CONTRACTOR (BID ID -2376423)