Urban Local Bodies has published Tender For Beautification At Padma Pukur At Ward No. 06 Under Halisahar Municipality.. Submission Date for this Tender is 18-03-2024. Civil Work Tenders in 24 Paraganas North West Bengal. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Supplying Sal-bullah piles at work site, including dressing and making one end pointed(P.No.334, T/18.18), PWD (R) 2018) (iii) 150 mm diameter |
2 | (i) 100mm diameter |
3 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile headwith iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (P.No.334, T/18.17), PWD (R) 2018)(iii) 125 mm diameter |
4 | Supplying and laying sunmica sheet (Local Market rate) |
5 | Coal tarring on wooden surfaces including cost of materialsa) Double coat.(P.No.335, T/18.27 PWD (R) 2018)125 mm dia = 123.26 Sq.M 100 mm dia = 28.26 Sq.M |
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 quantity of work)(P.No.1, T/3(a)(PWD Building Schedule -2017) ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. |
7 | 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. (P.No.1, T/2(a) (a) Depth of excavation not exceeding 1,500 mm. |
8 | 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)(P.No.1, T/3(a)(a) With earth obtained from excavation of foundation. |
9 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.Pg-14, It-1 3rd Cor.Sl-1, P-1.Bldg"17 |
10 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor(A)[Pakur Variety](a) 1:3:6 proportion P.no. 34, T/22(a)), 3rd corrigenda, |
11 | Brick work with 1st class bricks in cement mortar (6:1)Pg-15, It- 8(a),Bldg"17 & 3RD CORR.(a) In foundation and Plinth. |
12 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. P.no. 16, T/16) |
13 | 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 /stagingwhere necessary .[Excluding cost of chipping over concrete surface]Pg-189,It- 1, Bldg"17 & 3rd corrigenda.(B )With 1:6 cement mortar(c) 15 mm thick plaster (Outside plaster) |
14 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.(P-192, T-15) |
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)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) Pg-42, It- 36,Bldg"17 (f) 25 mm to 30 mm shuttering without staging in foundation |
16 | 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 elevant IS Codes. (a) Pakur/Chandil variety. Pg-26,It- 10,Bldg"17 3rd corrigenda & Rate Analysis |
17 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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) For works in foundation and upto roof of ground floor/upto 4 m (P-43, T/40) (i) Tor Steel (12 mm dia) |
18 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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) For works in foundation and upto roof of ground floor/upto 4 m (P-43, T/40) (i) Tor Steel (8 mm dia) |
19 | Square or hexagonal mesh netting made with 18 B.W.G. galvanised wire, fittedand fixed complete as per design (excluding the supporting framework but including local sal wood battens of size 37.5mmx25mm). In ground floor.(a) 19 mm mesh.(P.138, T/10/a) |
20 | Add GST @ 18% |
21 | Add Cess 1% |
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