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| 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. (a) Depth of excavation not exceeding 1,500 mm. |
| 2 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 3 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.1:3:6 proportion |
| 4 | 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 o 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. 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.For structural members of specified sections weighing less than 22.5 Kg./m |
| 5 | 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)75 mm. x 75 mm. x 6 g. |
| 6 | 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. fittedandfixedwithnecessaryscrewsandlugsinground floor.Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 7 | 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) |
| 8 | 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. |
| 9 | 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. Pakur Variety |
| 10 | Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling] Red Variety 30 mm. thick |
| 11 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 12 | 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 :On steel or other metal surface : With super gloss (hi-gloss) -Two coats (with any shade except white) |
| 13 | Earthwork infilling in foundation trenchesor plinth with good earth, in layers not exceeding 150mm. including water in gand rammingetc. layer by layer complete. (Payment to be made on the basis of easurement of finished quantity of work) Withcarriedeartharrangedby thecontractor within aradius exceeding 3km. but not exceeding 5 km. including the cost of carried earth. |
| 14 | BenchLength –5’, Handle –with designing C.I. casting, Seat: M.S. Hollow pipe with 75mm x 25mm and 50mm x 25mm section, No of strip-10 nos , Color: multicolor ASPA finish paint on 2 coats of primer. Area: 6’ X 2 .5‘ |
| 15 | Supplying fitting & fixing Four Seater Bucket Merry-Go-Round (MRG-3) |
| 16 | Supplying fitting & fixing Swing Single post double seat (SW-5) |
| 17 | Supplying fitting & fixing Two Seater Sea Saw for 2 children |
| 18 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 19 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sandpaperingetc. including using of approved putty etc. on the surface, if necessary : On timber or plastered surface : With super gloss (hi-gloss)Two coats (white in shade) Please Enable Macros to View BoQ information |