Fabrication of sheds for machinery and vehicles at Divisional workshop Mechanical Engineering Department Kargil.

Amount

Earth work in excavation of pitsby manual means for grouting structural steel columns of length 11’.6”, (widthnot exceeding1.5m) on plan, lift upto 1.5mtr & lead upto 30 mtr from cutting edge. All Kind of soil Pit for Column = 3 x 3 x 4 x 144 No.= 5184 Cft

Providing and grouting in position of 18’ rft 125 x130x6 mm columns in plain cement concrete M15 grade mix including minor form works 1. 3’x3’x2’ x 144 = 2592 cft 2. 2’x2’x2’ x 144 = 1152 cft Total = 3721 cft or 105.81 CuM

Earth work in trench excavation for foundation for R/ wall by manual means width not exceeding 1.5m, lift up to 0.5m and lead up to 5 m from the trench edge, all Kind of soil 4’.6” x 1’.6” x 250’ = 1687.5 cft

Construction of R wall (retaining wall) (with base 3’.6’’, top 1’.6”) in quarry stone (well-dressed) with bonding stone in 1:6 mix mortar, including weep holes at different places 3’.6”x 1’.6”x 16’ x 250’ = 10000 cft or 294.49 CuM Carriage of quarry stone up to a lead of 8 km by mechanical transport

Carriage of quarry stone up to a lead of 8 km by mechanical transport

Carriage of sand aggregate by mechanical transport up to a lead of 8 km

Providing, fabrication and fixing of SC 100 by welding, conforming IS 80 with mass density of kg/m. 1. 18 x 144 = 2592 rft or 790 x20 =15804 kg 2. fixing base and top plates to the hollow channel column by way of sizing/cutting/welding of 6mm thick MS sheet 1’x1’x 6mm x 144 x 2 = 1261.58 kg

Providing/fitting of beams) in I-section structural steel conforming to IS-80 standards ISMB 100 with mass density 8.9 kg/m to item No 07 the job includes sizing/cutting/welding and hoisting of the beams 33’ x 34 Nos = 1122 rft = 304.88 RM

Providing/fabricating and hoisting of steel truss by welding (welding types as required, fillet, but/ joint with standard thickness/pitch) conforming to IS 80 standards

1. Tie beam ISMB 100 mass density 8.9 kg/RM 33’x34 =321.34 RM = 3044.45 kg 2. Rafter ISA-70-50x6mmx (25+9=34) mass density 5.6 kg/m 34’ = 58.04x 34 = 1973.65kg 3. Posts 8’, 4’, 3’, ISMB 100 mass density 8.9 kg/m 15RFT = 40.70 x 34 = 1383.84 kg 4. Struts ISA 5050,6mm x 32 rft = 43.89x 34 = 1492.22 kg

Providing 7 fixing of purlins ISA 45 x45x6 4.0 kg/RM 250’ x 4 =5000 rft =1524.39 = 6097.56 kg

Providing corrugated C.G.I. sheet roofing fixed with polymer coated J or L hooks, bolts & nuts 8mm diameter with bitumen & G.I. limpet washers or with white lead and incl. a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60 degrees), excl. the cost of purlins, rafters & trusses 0.63mm thick with zinc coating not less than 275gm/sqm. 33 x 500= 16500 Sft or 1533.68 sqm

Providing corrugated C.G.I. sheet roofing fixed with polymer coated J or L hooks, bolts & nuts 8mm diameter with bitumen & G.I. limpet washers or with white lead and incl. a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 60 degrees), excl. the cost of purlins, rafters & trusses 0.63mm thick with zinc coating not less than 275gm/sqm. 40 x 70= 2800 Sft or 260 sqm

Dismantling of damaged CGI sheet of machine shop 40 x70 = 2800 sft or 260.12 sqm

Fixing of extracted/dismantled CGI sheet from S. No 10 to the sides of the erected sheds as per the terms of S. No 09

Horizontal belting of the columns by way of providing, sizing, cutting and welding of 50 x50 x5 mm mass density 3.8 kg/m eq. Iron 1. 2 x 500= 1000 = 304.78 x 3.8 = 1158.53 kg 2. 1 x 34’ x 35 Nos = 362.80 x 3.8 = 1378.65 kg

M/s sajjad Hussain

M/S IRSHAD HUSSAIN

M/S Afzal Engineering works

M/S ASSADULLAH MUNSHI