|
| 1 | Removal of rubbish, earth etc. from the working site and disposal pof the same beyond the cpompound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in Charge. |
| 2 | 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. In ground floor includimng roof. |
| 3 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick. |
| 4 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof. |
| 5 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 6 | 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 quality of work). With earth obtained from excavation of foundation. |
| 7 | Earth work in excavation of foundation trennches or drain, in all sorts of soil (including mixed soil but exccluding laterite or sandstone) including removing, speading opr stacking the spoils within a lead of 75 m. as directed. Yhe item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailling out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 8 | Depth of excavation for additional depth beyond 1500 mm and upto 3000 mm but not required shoring. |
| 9 | Bailing or pumping out water from foundation trenches. |
| 10 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by throrough saturation with water, ramming complete including the cost of supply of sand. (Payment to be made on measuremenyt of finished quantity). For 24 paraganas Distric |
| 11 | For Howrah Distric |
| 12 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm, normal size) of Pakur varoiety excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. |
| 13 | Ordinary Cement concrete (mix 1:1:5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement of any, in ground floor as per relevant IS code (i) Pakur Variety |
| 14 | 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, lacing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Tor Steel/Mild Steel For work in foundation, basement and upto roof of ground floor/upto 4m. Other manufacturer not specified.For 24 paraganas Distric |
| 15 | For Howrah Distric |
| 16 | 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 bracking 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) 25 mm to 30 mm thick wooden shuttering.For 24 paraganas Distric |
| 17 | For Howrah Distric |
| 18 | Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. For 24 paraganas Distric |
| 19 | For Howrah Distric |
| 20 | M.S. structural wokrs in columns, beams etc, with simple rolled structural members (e.g. joists, angle, channel; sections conforming to IS:808 & SP(6)-1964 connected to one another with bracket, gussets, c;eats as per desigmn, direction of Engineer-in-Charge complete including cuttiung to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming ti IS:816- 1955 & IS: 1995 using electrides of approved make and brand conforming to IS:814-1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electyrodes, gas and hore charge of all rools and plants and labour requiored for the work including etc.Payment to be made pn the basis of calculated weight of structural mambers only ion finished work as per IS specified weoght.Payment for gusset, bracket, cleat, rivets, bolts and buts 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% ofof weight for finished structural members weighing less than 22.5 Kg/m. may be increased allow for bracket, cleat, rivet, biolts and nuts etc. and no separate payment being made for these items, as per directoon 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 initial 8m. or part thereof.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 21 | Extra for height beyond initial 8m from ground level for each 4 m or part thereof. (1.5% of 72603.00) |
| 22 | Holding down bolt with nut including 100 X 100 C 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed 25 mm dia. 750 mm long. |
| 23 | Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specification including appropriate priming coat, preparation of surface etc complete. |
| 24 | Cutting/cleaning/removing jungles, including uprooting/ removing of rank vegetation, cutting grass, bush cutting/ removing small plant, saplings or braches of trees falling under the cutting area at different area and removing spoil up to a distance of 50m outside the periphery of the area cleared as per direction including all lead, lifts, cutting, instruments, labour etc. complete in all respect. |
| 25 | Cutting of branches of trees shrubs and trimming of grass and weeds. i) Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 for Rural Roads of MORD. |
| 26 | Supply of unskilled labours for misc works. Not included in other BOQ Item.C -area |
| 27 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.Diameter of pile to be measured at a distance of 1.5m from the thicker end.100mm diameter |
| 28 | 125mm diameter |
| 29 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. 100mm diameter |
| 30 | 125mm diameter |
| 31 | Coal tarring :b) Two coatsOn wooden surface including cost of material. |
| 32 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed |
| 33 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.For 24 paraganas Distric |
| 34 | For Howrah Distric |
| 35 | Brick work with 2nd class bricks in cement morter (1:6). In foundation and plinth. |
| 36 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge.) |
| 37 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. a) One Coat |
| 38 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.Normal Acrylic Emulsion, Two Coat. |
| 39 | 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 , (c) 15 mm thick plaster For 24 paraganas Distric |
| 40 | For Howrah Distric |
| 41 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 42 | Flush pointing to brick work in cement mortar (1:4) including raking out joints. For Howrah Distric |
| 43 | Filling up cracks with cement mortar (1:3) at the junction of the out side walland drain. (Cement 11.4 Kg/100 Mtr.) For Howrah Distric |
| 44 | Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately)a) Small plant of girth of exposed stem upto 75 mm. lift upto 6 mtr. |
| 45 | (b) Medium size plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto 6 mtr. |
| 46 | c) Large plant of girth of exposed stem above 150 mm. but not exceeding 225 mm. lift upto 6 mtr. |
| 47 | Bare boat daily hire charges including continuous manning by at least 3 appropriate persons including maintenance. |
| 48 | Hourly Operational Charges shall include only the cost of fuel for running the Mechanised boats. |
| 49 | Hire chages of Crane Hydra 12 Ton capacity including one no. operator, one no. helper, fuel etc. The rate inclusive of all expenses etc complete. For 8 hrs. per day. |
| 50 | Supply of 300mm dia. PVC Pipe Schedule 80 (medium duty) confirming to ASTMB- 1785 and threaded to match with GI Pipes as per IS:1239 (Part-I). |
| 51 | Supplying of empty cement bags & filling the same with silver sand weighing (gross wt.) not less than 35 Kg per bag,closing the bag by stitching with stitch density of 4-5 stitches per inch with PPMFY (Polypropylene multifilament yarn) or equivalent approved sewing thread as per specification, including all labours materials,and placing the same at the required locations all complete as directed by the Engineer\"s representative. |
| 52 | Grouting of 20 mm thick base plate (1300 mm x1300 mm approx. Size) oftower structure with non shrink grout cementin all complete as directed by the Engineer\"s representative. |
