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| 1 | Dismantling R.C. floor, roof, beams etc. includingcutting rods and removing rubbish as directedwithin a lead of 75 m. including stacking of steelbars.(a) In ground floor including roofP-10, It-3/a |
| 2 | 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.(a) Depth of excavation not exceeding 1,500 mm.P-1, It-2 |
| 3 | 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 measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.P-1,It.-3 |
| 4 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)P-2It-4A |
| 5 | Single brick flat solling of picked jhama bricks including ramming and dressing bed to proper level, and or local sand.P-14, Sl.-1 |
| 6 | Cement concrete with Graded Stone balast (40 mm size) excluding shuttering. In Ground floor and foundation. (a) 6:3:1 proportionP-9, Sl.-26/b |
| 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.a) Pakur VarietyP-24It-4 |
| 8 | Hire and Labour charges for shuttering with centering and necessary staging up to 4m. using approved stout props & thick hard wood planks of approved thickness with required breaking for slabs , beams , columns Lintels curved or straight including fitting fixing and striking out after completion of works.(a) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-in-charge. in-P-42, It-36/a |
| 9 | 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 4mII. Other thanSAIL/ TATA/RINLP-43,It-40 |
| 10 | 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 1:6 cement mortar(b) 15 mm thick plasterP-189,It.-1 |
| 11 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)(i) Grill weighing above 10 Kg./sq.mtr and upto 16 Kg/m2P-91,It.10/i |
| 12 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.P-200,It.-1 |
| 13 | (b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)P-200,It.-2 |
| 14 | 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.In Ground floor:(iii) Two coats.P-197, It-15/iii |
| 15 | 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.P-47,It.-3 |
| 16 | M.S. structural works in roof trusses with tubular sectionsconforming to IS: 806-1968 & IS: 1161- 1998 cnnected to oneanother with bracket, gusset cleats as per design, direction ofEngineer-in-charge complete including cutting to requisite size,fabrication with necessary 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. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired 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 tubular memebrs 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 height 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 thereofii) For trusses spanning above 12.00 m and up to 20 .00 m P-85, It-2/i |
| 17 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yieldstrength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mmdia & 3 mm th. washer etc. complete with 150 mm end lapand one corrugation minimum side lap. (Payment to be madeon area of finished work).(i) In Roof:- a) With 0.5 mm thick sheetP - 82, It-14/1 |
| 18 | Galvanised iron sheet eaves gutter fitted and fixed withnecessary 50 mm X 6 mm M.S flat bar clamps bent to design,bolts, nuts, washers etc. complete. Eaves gutter made of 0.63mm. sheets.(300mm End lapping)(b) 300 mm. wide gutterP-82, It-11/ii |
| 19 | Galvanised iron sheet ridging fitted with necessary bolts,screws, washers etc complete.(225mm end lapping)(B) 450 mm lapping each way(b) With 0.63 mm sheet P-81, It-10/B/b |
| 20 | 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 measurement of finished quantity of work)(ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.P - 2, It.- 3/c/i |
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