Tender For Construction Of Concrete Road From Arunachal Durga Mandir To H/O. Kamal Rajbanshi, Arunachal Ramkrishna Mission To H/O. Pabitra Majumder At Arunachal And From H/O. Mala Roy To The H/O. Prabir Mondal, From Kali Mandir To Var Factory At Subh
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Project Description
Tender for Construction Of Concrete Road From Arunachal Durga Mandir To H/O. Kamal Rajbanshi, Arunachal Ramkrishna Mission To H/O. Pabitra Majumder At Arunachal And From H/O. Mala Roy To The H/O. Prabir Mondal, From Kali Mandir To Var Factory At Subhash Pally And From Nilachal Pragoti Sangha To H/O. Pankaj Jaiswal And From H/O. Ramen Maity Of South Nilachal To H/O. Basudeb Mondal In Ward No-14 Under Bidhannagar Municipal Corporation. (Fund: U.D.& M.A Fund)
BOQ
| Sl. No. | Item Description |
| 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 | (A) 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) |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 4 | Cement concrete with graded jhama khoa (30 mm size) excluding shutteringIn ground floor and foundation. (a) 1:3:6 proportion |
| 5 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 6 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 7 | 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 (a) 15 mm thick plaster |
| 8 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 9 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (asnecessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick |
| 10 | 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.(i) Pakur Variety |
| 11 | 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 (i) Tor steel/Mild Steel JSW/SHYAM/Electro Steel |
| 12 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole / gully pit cover with matching frame.As per I.S-12592(M.D)(iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeCover: 460 mm X 75 mmFrame: 620 mm X 150 mmopening: 360mmWeight: 100 kg (approx) |
| 13 | 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. |
| 14 | 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) (f) 25 mm to 30 mm shuttering without staging in foundation Please Enable Macros to View BoQ information |
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