Construction of Pre Fabricated Hut and allied works at Government Fruit Plant Nursery at Nawapachi Marwah

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 = 100’-0”-0” x 1’-6” x 1’-6’ ’= 225ft3 Foundation for columns = 12 x (2’ x 2’ x 3’-0”) = 144ft3 Foundation for plinth protection = 110’-0” x 1’-6” x 0’-6” = 82.5 ft3 Total = 451.5 ft3 = 12.78 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 = 100’-0” x 1’-6” x 0’-6’’= 75 ft3 Flooring=20’-0” x 30’-0” x 0’-3’’= 150 ft3 Foundation for columns = 12 x (2’ x 2’ x 6”) = 24 ft3 Plinth Protection= 110’-0” x 1’-6” x 0’-6” = 82.5 ft3 Total = 331.5 ft3 = 9.38m3 (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 = (100’-0” x 1’-6” x 1’-0’’) + (100’-0” x 1’-0” x 2’-0’’) = 350 ft3 Flooring = (20’-0” x 30’-0” x 0’-6’’) = 300 ft3 Foundation for Columns = 12 x (1’-6” x 1’-6” x 1’-6”)+ 6 x (1’-6” x 1’-0” x 2’-0”) = 58.5 ft3 Plinth Protection = 110’-0” x 1’-6” x 0’-6”= 75 ft3 KITCHEN Slab = (11’-6” x 2’-6” x 0’-6”) + 4 x (3’-0” x 2’-6” x 0’-6”) = 29.37 ft2 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 = 841.62 ft3 = 23.81 m3 (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 12 mm bar of length 500’ = 174 mtr = @ 0.90 kg per metre = 156.6 kg 10 mm bar of length 800’ = 278.4 mtr = @ 0.617 kg per metre = 171.77 kg 8mm bar of length Tie beam 1937’ = 674.07mtr = @ 0.395 kg per metre = 266.26 kg Total = 594.63 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 (100’-0” x 2’-0”) = 400 ft2 = 37.16 m2 (SCH-4.6.1)

12 mm cement plaster to plinth wall of mix 1 : 3 (1 cement : 3 fine sand) Area = (80’-0” x 2’-0”) = 160 ft2 = 14.86 m2. Total = 14.86M2 (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 = (20’-0” x 30-0” x 1’-6”) = 900 ft3 = 25.47 m3

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 (14’-0”) = 168 ft = 51.21 m @ 14.58 kg/m = 746.59 kg MS Sq. Plate (24 No) of size (200 x 200 x 10 mm): = 100 kg Rectangular Sections Truss (100 x 100 x 04mm) @ 286’ = 87.17 mtr @ 11.84kg/m = 1032.09 kg Rectangular Sections Truss Bracing (50 x 50 x 03.6mm) @ 854’ = 260.29 m @ 05.07kg/m = 1318.2 kg Rectangular Sections Parlins of size (50 x 50 x 3.6mm) 633’ = 192.93 m @ 5.07 kg/m = 978.19 kg Side rails (50 x 25 x 2.60 mm)= 544’= 165.81 m @ 2.71 kg/m = 449.34 kg 50 MS Anchor Bolts of size 20 mm x 750 mm 50x2’-6”= 125’= [email protected] per metre = 95.25 kg Rectangular C-Channel ISMC 75 440 ft = 132.89 m @ 6.8 kg/m = 903.67 kg Total Weight = 5923.33Kg (Sch-10.16.1) The average size of purlins and trusses has been increased keeping in view the depth of snowfall in Marwah-Warwan Area.

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 = (20’-0” x 30’-0”) = 600 ft2 = 55.74 m2 (SCH-11.52.2)

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 each along with all allied accessories and connections. The 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.

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 = 2022 12.58.2)

Carriage / Freight / Transportation charges for material to Site Nawapachi Marwah.

MOHD ASHRAF DEV (BID ID -2377883)

SAJAD HUSSAIN SHEIKH (BID ID -2376321)

M/S ISHAN ELECTRICAL and MECH. ENGG. WORKS (BID ID -2377519)

SHABIR AHMED (BID ID -2377154)

M/S SUMEET MALHOTRA (BID ID -2377621)

PARDEEP KUMAR CONTRACTOR (BID ID -2376515)

gulshan ahmed mingnoo (BID ID -2377918)

RAHIL MENGI CONTRACTOR (BID ID -2377556)

mohd abass (BID ID -2377968)

PARVEEN AKHTER (BID ID -2377922)