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Construction Of Drainage And Culvert At Bhumi Vikas Ewam Grahstaan Yojno No-03 Jhansi, Jhansi-Uttar Pradesh

Uttar Pradesh Housing And Development Board-UPAVP has published Construction Of Drainage And Culvert At Bhumi Vikas Ewam Grahstaan Yojno No-03 Jhansi. Submission Date for this Tender is 30-06-2021. Drainage Tenders in Jhansi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28052101
Construction Of Drainage And Culvert At Bhumi Vikas Ewam Grahstaan Yojno No-03 Jhansi
Open Tender
Indian
Uttar Pradesh
Jhansi
30-06-2021

Tender Details

Construction Of Drainage And Culvert At Bhumi Vikas Ewam Grahstaan Yojno No-03 Jhansi

Key Value

Document Fees
INR 5310 /-
EMD
INR 987000.0 /-
Tender Value
INR 1.97 Crore /-

BOQ Items

Name of Work: CONSTRUCTION OF DRAINS AND CULVERTS AT BHUMI VIKAS EWAM GRAHSTHAAN YONJA -03 JHANSI ,
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation of foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 meter and lead upto 30 meter (100 fts) and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters (100fts) from the foundation trenches.(SI-251) BI01010001010000000000000515BI0100001113 3385 CUM
2 2 Providing and laying in cement concrete with 4 cm (1.5 ") gauge approved stone ballast , coarse sand and cement in the proportion of 1:6:12 (1 cement :6 coarse sand :12 graded stone aggregate 40 mm nominal size) and curing complete,including supply of all materials,Labour and T& P etc. required for proper completion of work.in foundation and floors. Analysis of rate . BI01010001010000000000000515BI0100001114 579 CUM
3 3 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Foundation and footing excluding supply of reinforcement (steel) but 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 and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. (SI 287(1) ) BI01010001010000000000000515BI0100001115 180.98 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 the lighter beam, i.e having spans under 6.00 meter excluding supply of reinforcement (steel) but 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 and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.(SI 285(1) ) BI01010001010000000000000515BI0100001116 179 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 and excluding supply of reinforcement (steel) but 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 and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. (SI 284(1)) BI01010001010000000000000515BI0100001117 159 CUM
6 6 First class brick work in 1:6 cement and coarse sand of 1.80 to 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work. (SI-303+307-306) BI01010001010000000000000515BI0100001118 1331 CUM
7 7 First class brick work in 1:4 cement and coarse sand of 1.8 to 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work. (SI 305+307-306) BI01010001010000000000000515BI0100001119 72 CUM
8 8 First class brick work in 1:3 cement and coarse sand of 1.8 to 2.25 fineness modulus) mortar in super-structure. including necessary cutting and moulding of bricks as required and also including honey comb bricks,supply of all materials, labour and T & P etc reqiored for proper completion of the work. (SI -307 +309+310) BI01010001010000000000000515BI0100001120 5 CUM
9 9 Brick on Edge floor with class 150-Brick laid dry joint sand filled including preparation of base to proper slops and its ramming including supply of all materials, labour, and tools and plants etc, required for completion of the work. (615) BI01010001010000000000000515BI0100001121 452 SQM
10 10 Struck cement pointing above but with cement mortor consisting of one part of cement and two part of fine sand of 1.8 to 2.20 FM. 1:2 (SI-574A) BI01010001010000000000000515BI0100001122 8212 SQM
11 11 25 mm Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate of size (12.5mm and below) by laid over base concrete finished with floating coat of neat cement ( base concrete to be paid separately ) including fixing of glass strips . ( excluding cost of glass strips ) 14.69) BI01010001010000000000000515BI0100001123 86 SQM
12 12 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 4 coarse sand (SI 17.59.ii) BI01010001010000000000000515BI0100001123 175 SQM
13 13 Fxing 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 (SI 504) BI01010001010000000000000515BI0100001125 554 QTL
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