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| 1 | Bamboo Pile Walling made of 6.5cm to 7.5cm diabamboo (in single line) driven about half-length intoground at very close spacing of 30cm c/c side byside, with stout stays at an interval of 90cm fixedwith bamboo post of length 1.25m driven 1m belowG.L., 3 nos. of half split bamboo runner of same diafitted and fixed with nails etc. and lining exposedportion with sheets made from cut drums (emptybitumen drums) fitted and fixed with a lap width of100 mm at each joint, complete as per directionincluding the cost of drum sheets and including thecost of nails, wires etc. With bamboos of length above 2.50m and upto 3.00m. |
| 2 | Taking out bamboo wailing pieces after removing iron nails andstacking the same within 150 metre from the site of work.(a) Where boats are not necessary. |
| 3 | Supplying empty Cement bags in good condition. |
| 4 | Filling empty Cement bags with dry earth or sand,stitching the bag (cost of thread included) andcarrying and placing them in position and allincidental charges complete but excluding cost ofsand and gunny bags. |
| 5 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 6 | Placing / laying, stone / brick aggregates filled gunny / poly bags on the slope of the bank of the river / sea or the slope of the embankment or in the river bed with all leads etc. complete. |
| 7 | Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank ata place as directed by the Engineer-in Charge for measurement of Bag & then disposing off the same at a distance not less than 150metre from the channel site. |
| 8 | 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. Depth of excavation not exceeding 1,500 mm. |
| 9 | Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) |
| 10 | 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) With carried earth arranged by the contractorwithin a radius of 1 km. including cost of carried earth. |
| 11 | 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. (a) In foundation and plinth |
| 12 | Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 13 | Ordinary Cement concrete (mix 1:2:4) 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 |
| 14 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[usingconcrete mixture]M 25 Grade Pakur Variety |
| 15 | 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) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 16 | 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. Tor steel/Mild Steel |
| 17 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. |
| 18 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. |
| 19 | Supply of Cold rolled Z type Sheet pile 690X390X10 mm including carriage at Baidyabati Site. |
| 20 | Driving M.S. sheet piles of any kind of approved type and sizeconforming to IS code in all kinds of soil/ soil mixed with gravel, shingle pebbles, by monkey hammer including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equiepments, craping and cleaning piles, painting the sufrace with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc including all cost of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of EIC but excluding the cost of sheet piles.N.B. Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length. |
| 21 | 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.For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m |
| 22 | Cost drawing & design all complete. |
| 23 | Add GST @18% on Sl. No. 1 to 40 |
| 24 | Add L.W. CESS @ 1% on Sl. No. 1 to 41 Please Enable Macros to View BoQ information |
