}

3Rd Call Construction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P . 3Rd CallConstruction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P . , Matiali Hat GP-West Bengal

Zilla Parishad-ZP has published 3Rd Call Construction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P . 3Rd CallConstruction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P . . Submission Date for this Tender is 29-01-2021. Railway Ancillaries Tenders in Matiali Hat GP West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

26604595
3Rd Call Construction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P . 3Rd CallConstruction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P .
Open Tender
Indian
West Bengal
Matiali Hat GP
29-01-2021

Tender Details

3Rd Call Construction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P . 3Rd CallConstruction Of Culvert Near House Of Swagat Rana At Samsing T . G Part No-21/102 Under Matialihat G . P .

Key Value

Document Fees
Refer document
EMD
INR 5822.0 /-
Tender Value
INR 2.91 Lakhs /-

BOQ Items

Name of Work: Construction of Culvert near house of Swagat Rana at Samsing T.G part no-21/102 under Matialihat G.P.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Removing all types of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works\n4 (ix) B. Above 600 mm to 900 mm dia BI01010001010000000000000515BI0100001113 2.5 sqm
2 2.01 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.\na) Depth of excavation not exceeding 1,500 mm. 42.21 cum
3 2.02 (b)Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. 26.751 cum
4 3 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 30.7 cum
5 4 Cement concrete with 30 mm down graded shingles excluding shuttering.\nN.B Variety\nIn ground floor\n(a) 1:3:6 Proportion. 5.18 sqm
6 5 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. \n(b) River bazree 33.33 m3
7 6 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. \n(b) River bazree 4.09 each
8 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]\nii) Mortar Mix. 1 : 4, b) 15 mm thick 35.74 each
9 8 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. 35.74 each
10 9.01 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) \n(f) 25 mm to 30 mm shuttering without staging in foundation 137.36 each
11 9.02 (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. 5.6 each
12 10 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.\n(a) For works in foundation and upto roof of ground floor/upto 4 m.\n(i) Tor steel/Mild Steel\nIII. OTHER MANUFACTURERS NOT SPECIFIED 0.321 sqm
13 11.01 Earth work in filling in foundation trenches or plinth with good earth, in layers not xceeding 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)\n(a) With earth obtained from excavation of foundation. 13.79 sqm
14 11.02 (c)(ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. 24.75 sqm
15 12 GST at the rate of 12% 1 each
16 13 Cess at the rate of 1% 1 each
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