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Construction Of Girls Hostel In Kasturba Gandhi Balika Vidyalaya , Tarwa Distt- Azamgrah, Azamgarh-Uttar Pradesh

Uttar Pradesh Projects Corporation Limited has published Construction Of Girls Hostel In Kasturba Gandhi Balika Vidyalaya , Tarwa Distt- Azamgrah. Submission Date for this Tender is 14-07-2020. Building Work Tenders in Azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24816291
Construction Of Girls Hostel In Kasturba Gandhi Balika Vidyalaya , Tarwa Distt- Azamgrah
Open Tender
Indian
Uttar Pradesh
Azamgarh
14-07-2020

Tender Details

Construction Of Girls Hostel In Kasturba Gandhi Balika Vidyalaya , Tarwa Distt- Azamgrah

Key Value

Document Fees
INR 5900 /-
EMD
INR 134000.0 /-
Tender Value
INR 66.90 Lakhs /-

BOQ Items

Name of Work: Construction of Girls Hostel in Kasturba Gandhi Balika Vidyalaya Block- Tarwa Distt- Azamgrah
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
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