Construction Of Concrete Path I ) From Culvert Towards The H/O Debaru Md . ( Water Tank ) Via Isha Md . At Ward No- 8 Slum No 10009 , Under Haldibari Municipality . Please Check Nit For More Details .
Tender Value
12.01 Lakhs
Estimated cost
Bid Submission
07 Sep 2020
0 days left
EMD
24031
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
HALDIBARI → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Construction Of Concrete Path I ) From Culvert Towards The H / O Debaru Md . ( Water Tank ) Via Isha Md . At Ward No- 8 Slum No 10009 , Under Haldibari Municipality . Please Check Nit For More Details .
BOQ
| Name of Work: CONSTRUCTION OF CONCRETE PATH i) FROM CULVERT TOWARDS THE H/O DEBARU MD.(WATER TANK) VIA ISHA MD. AT WARD NO- 8 SLUM NO 10009 , UNDER HALDIBARI MUNICIPALITY,(HFA-17-18) L-188.5M & ii) CONCRETE PATH FROM H/O SAFIKUL HAQUE TOWARDS THE H/O SARAT BARMANVIA SUKLAL ROY AT WARD NO- 9 SLUM NO 10010 ,SLUM NAME- TANGAIL COLONY, UNDER HALDIBARI MUNICIPALITY,(HFA-17-18) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0.1 | i) FROM CULVERT TOWARDS THE H/O DEBARU MD.(WATER TANK) VIA ISHA MD. AT WARD NO- 8 SLUM NO 10009 , UNDER HALDIBARI MUNICIPALITY,(HFA-17-18) L-188.5M | |||
| 2 | 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. \n--------------------------------------------------------------------------------------\n(a) Depth of excavation not exceeding 1,500 mm.\n\n\n | BI01010001010000000000000515BI0100001113 | 28.28 | %Cum |
| 3 | 2 | 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)\n\n(a) With earth obtained from excavation of foundation. | BI01010001010000000000000515BI010000111416 | 28.28 | %Cum |
| 4 | 3 | Filling foundation or plinth by silver sand in layer not exceeding 150 mm. as directed and consolidating same by through saturation with water rammingcomplete. Including the cost of supply of sand.\n(a) by Silver sand | BI01010001010000000000000515BI01000011141 | 36.76 | %Cum |
| 5 | 4 | 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.\n\n | BI01010001010000000000000515BI0100001114 | 433.55 | sqm |
| 6 | 5 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. \nN.B. Variety\n---------------------------------------------------------------------------------------\n In ground floor\n--------------------------------------------------------------------------------------\n(a) 1:3:6 proportion\n\n | BI01010001010000000000000515BI0100001115 | 73.5 | cum |
| 7 | 6 | 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)\n-------------------------------------------------------------------------------------\n(f) 25 mm to 30 mm shuttering without staging in foundation\n\n | BI01010001010000000000000515BI0100001116 | 369.07 | sqm |
| 8 | 7 | 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\nPakur Variety Ground Floor | BI01010001010000000000000515BI0100001117 | 25.711 | cum |
| 9 | 8 | 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\nPakur Variety Ground Floor | 0.5 | cum | |
| 10 | 9 | Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary) cutting and requisit length hooking and bending to correct shape,placing in proper position & binding with 16 gauge black annealed wire at every intersection, complete as per drawing & direction\n------------------------------------------------------------------------------\na) For works in foundation, basement and upto roof of G. floor\n------------------------------------------------------------------------------\nI) Tor Steel/ Mild SteelNOT SPECIFIED\n\nGround Floor | 0.2 | MT | |
| 11 | 9.01 | ii) FROM H/O SAFIKUL HAQUE TOWARDS THE H/O SARAT BARMANVIA SUKLAL ROY AT WARD NO- 9 SLUM NO 10010 ,SLUM NAME- TANGAIL COLONY, UNDER HALDIBARI MUNICIPALITY,(HFA-17-18) | |||
| 12 | 10 | 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. \n--------------------------------------------------------------------------------------\n(a) Depth of excavation not exceeding 1,500 mm.\n\n\n | 24 | %Cum | |
| 13 | 11 | 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)\n\n(a) With earth obtained from excavation of foundation. | 24 | %Cum | |
| 14 | 12 | Filling foundation or plinth by silver sand in layer not exceeding 150 mm. as directed and consolidating same by through saturation with water rammingcomplete. Including the cost of supply of sand.\n(a) by Silver sand | 50.4 | %Cum | |
| 15 | 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.\n\n | 496 | sqm | |
| 16 | 14 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. \nN.B. Variety\n---------------------------------------------------------------------------------------\n In ground floor\n--------------------------------------------------------------------------------------\n(a) 1:3:6 proportion\n\n | 73.2 | cum | |
| 17 | 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)\n-------------------------------------------------------------------------------------\n(f) 25 mm to 30 mm shuttering without staging in foundation\n\n | 312 | sqm | |
| 18 | 16 | 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\nPakur Variety Ground Floor | 28.8 | cum | |
| 19 | 17 | Total in Figures( Cost of Work) | 28.8 | cum | |
| 20 | 18 | GST @ 12 % | 28.8 | cum | |
| 21 | 19 | Total in Figures( Cost of Work + GST) | 28.8 | cum | |
| 22 | 20 | Labour Cess 1 % | 28.8 | cum |
AI Tender Summary
Tender Timeline
Aug 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 09, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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