Municipal Affairs Department has published Construction Of Surface Drain , Reconstruction Of Culvert Within Ward No 23 Under Bankura Municipality. Submission Date for this Tender is 03-02-2021. Drainage Tenders in Bankura West Bengal. Bidders can get complete Tender details and download the document.
Name of Work: Construction of surface drain reconstruction of culvert and from the house of Alif Khan to Pasta Mondal via Binga Mondal & Ena Mondal at Mahammad Nagar with a cement concrete road over WBM existing Rd. (Dwarakeswar Rd.) within ward no. 23 under Bankura Municipality. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | DRAIN: Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including remov ing, spreading or stacking the spoils within a lead of 75 m. as directed, The item including necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 m.m. | BI01010001010000000000000515BI0100001113 | 103.68 | % Cum |
2 | 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). (B) Do - by fine sand \n | 69.12 | % Cum | |
3 | 3 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joint with local sand local . | 230.4 | sqm | |
4 | 4 | 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.(f) 25 mm to 30 mm shuttering without staging in foundation | BI01010001010000000000000515BI0100001115 | 564.12 | sqm |
5 | 5 | 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.(f) 25 mm to 30 mm shuttering with staging in foundation | 113.76 | sqm | |
6 | 6 | 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 inter-section, complete as per drawing and direction. (a) Tor steel (i) For works in foundation, basement and upto roof of ground floor / up to 4 m. In ground floor. TATA 8 mm. dia 125mm c/c | 1.45 | MT | |
7 | 7 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any.in gruond floor as per relevent I.S. Codes. With Pakur Varity (crusher broken). | 91.944 | cum | |
8 | 8 | 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.(b) 15 mm thick plaster | 345.6 | sqm | |
9 | 9 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 345.6 | sqm | |
10 | 10 | CURLVERT: Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including remov ing, spreading or stacking the spoils within a lead of 75 m. as directed, The item including necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 m.m. | 3.263 | %cum | |
11 | 11 | Dismantling all types of masonry excepting cement concrete plain or reinforced stacking serviceable materials at site and removing rubbishas directed within a lead of 75 m In ground floor including roof. | 2.25 | cum | |
12 | 12 | 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 | 0.363 | cum | |
13 | 13 | 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. | 1.45 | cum | |
14 | 14 | (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). (B) Do - by fine sand | 0.544 | %cum | |
15 | 15 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joint with local sand local . | 7.25 | sqm | |
16 | 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 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.(f) 25 mm to 30 mm shuttering without staging in foundation | 30.93 | sqm | |
17 | 17 | 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.(f) 25 mm to 30 mm shuttering without staging in foundation (with staging) | 3 | sqm | |
18 | 18 | 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 inter-section, complete as per drawing and direction. (a) Tor steel (i) For works in foundation, basement and upto roof of ground floor / up to 4 m. In ground floor. TATA 12 mm dia .125 mm c/c | 0.212 | MT | |
19 | 19 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any.in gruond floor as per relevent I.S. Codes. With Pakur Varity (crusher broken). | 30.75 | cum | |
20 | 20 | 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.(b) 15 mm thick plaster | 20.725 | sqm | |
21 | 21 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 20.725 | sqm | |
22 | 22 | Add 6% CGST & 6% SGST of the total sum amount of sl. No. 1 to 8 | 1.10225e+06 | Item | |
23 | 23 | Add 1% labour welfare cess of the total sum amount of sl. No. 1 to 9 | 1.23451e+06 | Item |
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