Construction Of Girls Hostel In Kasturba Gandhi Balika Vidyalaya Block- Chilkahar Distt- Balia
Tender Value
66.90 Lakhs
Estimated cost
Bid Submission
05 Jun 2020
0 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Balia → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Girls Hostel In Kasturba Gandhi Balika Vidyalaya Block- Chilkahar Distt- Balia
BOQ
| Name of Work: Construction of Girls Hostel in Kasturba Gandhi Balika Vidyalaya Block- Chilkahar Distt- Balia | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. from the foundation trenches. | BI01010001010000000000000515BI0100001113 | 454.4 | CUM |
| 2 | 2 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. | BI01010001010000000000000515BI0100001114 | 115.9 | CUM |
| 3 | 3 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. | BI01010001010000000000000515BI0100001115 | 93.5 | CUM |
| 4 | 4 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. | BI01010001010000000000000515BI0100001116 | 61 | CUM |
| 5 | 5 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. | BI01010001010000000000000515BI0100001117 | 151.701 | CUM |
| 6 | 6 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Lighter Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. | BI01010001010000000000000515BI0100001118 | 21.1 | CUM |
| 7 | 7 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Raft Foundation excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. | BI01010001010000000000000515BI0100001119 | 7.6 | CUM |
| 8 | 8 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. | BI01010001010000000000000515BI0100001120 | 11.3 | CUM |
| 9 | 9 | First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. | BI01010001010000000000000515BI0100001121 | 235.8 | CUM |
| 10 | 10 | First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. | BI01010001010000000000000515BI0100001122 | ||
| 11 | 11 | Ground Floor | BI01010001010000000000000515BI0100001123 | 191.8 | CUM |
| 12 | 12 | First Floor | BI01010001010000000000000515BI0100001124 | 131 | CUM |
| 13 | 13 | Second Floor | BI01010001010000000000000515BI0100001125 | 9.4 | CUM |
| 14 | 14 | First class brick work in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. | BI01010001010000000000000515BI0100001126 | ||
| 15 | 15 | Ground Floor | BI01010001010000000000000515BI0100001127 | 33.7 | CUM |
| 16 | 16 | First Floor | BI01010001010000000000000515BI0100001128 | 39.9 | CUM |
| 17 | 17 | Second Floor | BI01010001010000000000000515BI0100001129 | 18.8 | CUM |
| 18 | 18 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | BI01010001010000000000000515BI0100001130 | 89.8 | SQM |
| 19 | 19 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. | BI01010001010000000000000515BI0100001131 | ||
| 20 | 20 | 8mm bar | BI01010001010000000000000515BI0100001132 | 155.3 | QTL |
| 21 | 21 | 10 to 12 mm bar | BI01010001010000000000000515BI0100001133 | 48 | QTL |
| 22 | 22 | GST extra as applicable | BI01010001010000000000000515BI0100001134 |
AI Tender Summary
Tender Timeline
May 26, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 05, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender