The Bhagirathi Cooperative Milk Producers Union Limited Tender

Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work),(ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth. i)15.24 X 4.57 X1.52 = 105.86 m3,

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. I)15.44 X 0.250 X 2.87 =11.07m3, II)10.66 X 0.150 X 3.04 = 4.86 m3

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. i)15.24 x 4.58 =69.79m2,ii)39.62 x 0.900 = 35.658 m2, iii)10.66 x 3.04 =32.40m2 ,iv) (4.54 x 0.250)x8=9.08m2

25 mm. thick damp proof with cement concrete (1:3:6) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency] i) 15.24 x 4.58 = 69.79 m2

Plane Cement concrete (mix 1:3:6) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety i)39.62 x 0.900 x 0.075 = 2.67 m3

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety ii)15.24 X 4.58 X0.150 = 10.47 m3 , iii) 7.60 x 3.04 x 0.150 = 3.46 m3 , iv)(4.58 x 0.250x0.250)x8 = 2.29m3

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(12 mm dia) (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL M.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) i)39.624 x 0.150= 5.94 m2 , ii)27.40 x 0.150 =4.11 m2,iii)73.28 x 0.250=18.32m2

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. i)39.64 x 0.900 = 35.68 m2 ii) 15.24 x 4.58 = 69.80 m2,

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth i) 39.64 x 0.900 x 0.150 = 5.35 m3 ii) 39.64 x 0.650 x 0.150 =3.86 m3 iii) 39.64 x 0.400 x 0.150 = 2.38 m3 , IV)39.64X0.250X1.68=16.65m3,

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Paymentfor gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- c) With 0.80 mm thick sheet ,i)17.00 x 6.30 = 107.10 m2,

1 (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sandpapering etc. i) (0.41 x 6.09 ) x 20= 49.94 m2, ii)(0.41 x 10.16) x 10=41.65m2, iii) (0.41 x 16.51) x 5=33.85 m2

2 (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(ii) Two coats (white in shade),i) (0.41 x 6.09 ) x 20= 49.94 m2, ii)(0.41 x 10.16) x 10=41.65m2, iii) (0.41 x 16.51) x 5=33.85 m2

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 15 mm thick plaster i) 15.24 x 4.58 = 69.80m2 , ii) 39.64 x 1.68 = 66.59 m2

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. i) 15.24 x 4.58 = 69.80m2 , ii) 39.64 x 1.68 = 66.59 m2

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