| 1 | 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.\n (a) Depth of excavation not exceeding 1,500mm. | BI01010001010000000000000515BI0100001113 | 100 | Cum |
| 2 | 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of\nmeasurement of finished quantity of work)\n(a) With earth obtained from excavation of foundation. | BI01010001010000000000000515BI0100001114 | 30 | Cum |
| 3 | 3 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up alljoints with sandy clay or earth. | BI01010001010000000000000515BI0100001115 | 210 | Sq.m |
| 4 | 4 | Supply of boulder of size 150 mm and above including stacking at site with road carriage. | BI01010001010000000000000515BI0100001116 | 40 | Cum |
| 5 | 5 | 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)\n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In Charge | BI01010001010000000000000515BI0100001117 | 280 | Sq.m |
| 6 | 6 | Cement concrete with 30 mm down graded shingles excluding shuttering. \nN.B. Variety\n(a) 1:3:6 Proportion | BI01010001010000000000000515BI0100001118 | 20 | Cum |
| 7 | 7 | 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.(ii)River Bazree | BI01010001010000000000000515BI0100001119 | 12 | Cum |
| 8 | 8 | 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\n(a) For works in foundation and upto roof of ground floor/upto 4 m\n(i) Tor steel/Mild Steel\nI. SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001120 | 0.4 | MT |
| 9 | 9 | 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. \nPayment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for 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\n\n | BI01010001010000000000000515BI0100001121 | 5.5 | MT |
| 10 | 10 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.\nThe rate includes the cost of all M.S. Hollow section, all\nconsumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.\nii) For other Structural works like galleries etc | BI01010001010000000000000515BI0100001122 | 0.2 | MT |
| 11 | 11 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m | BI01010001010000000000000515BI0100001123 | 290 | Sq.m |
| 12 | 12 | Brick work with 1st class bricks in cement mortar (1:6)\n (a) In foundation and plinth\n | BI01010001010000000000000515BI0100001124 | 80 | Cum. |
| 13 | 13 | 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] (i) With 1:6 cement mortar (b) 20 mm thick plaster | BI01010001010000000000000515BI0100001125 | 750 | Sq.m |
| 14 | 14 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc | BI01010001010000000000000515BI0100001126 | 400 | Sq.m |
| 15 | 15 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. includingusing of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white) | BI01010001010000000000000515BI0100001127 | 400 | Sq.m |
| 16 | 16 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.\nIn Ground floor:\n(iii) Two coats. | BI01010001010000000000000515BI0100001128 | 750 | Sq.m |
| 17 | 17 | Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised \"C\" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts) (III) 75 mm. x 75 mm. x 8 g\n | BI01010001010000000000000515BI0100001129 | 900 | Sq.m |
| 18 | 18 | Labour for taking out wove wire or similar net (from fencing) including the cost of taking out staples (by cutting or otherwise,as necessary).\n(a) Net upto 1350 mm. height | BI01010001010000000000000515BI0100001130 | 478.5 | Mtr. |
| 19 | 19 | Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.) | BI01010001010000000000000515BI0100001131 | 478.5 | Mtr. |
