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Construction Of Boundary Wall - Jhansi Nagar Ke Antargat Village Khailar Main Vikas Pradhikaran Ki Bhoomi Par Boundary Wall Ka Nirman Karya ., Village Khailar Boundary Wall-Uttar Pradesh

Jhansi Development Authority has published Construction Of Boundary Wall - Jhansi Nagar Ke Antargat Village Khailar Main Vikas Pradhikaran Ki Bhoomi Par Boundary Wall Ka Nirman Karya .. Submission Date for this Tender is 16-02-2021. Wall construction Tenders in Village Khailar Boundary Wall Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26740090
Construction Of Boundary Wall - Jhansi Nagar Ke Antargat Village Khailar Main Vikas Pradhikaran Ki Bhoomi Par Boundary Wall Ka Nirman Karya .
Open Tender
Indian
Uttar Pradesh
Village Khailar Boundary Wall
16-02-2021

Tender Details

Construction Of Boundary Wall - jhansi nagar ke antargat village khailar main vikas pradhikaran ki bhoomi par boundary wall ka nirman karya .

Key Value

Document Fees
INR 4720 /-
EMD
INR 549080.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Jhansi Nagar ke Antargat Village Khailar main stith Jhansi Vikas Pradhikaran ki Bhoomi par Boundarywall ka Nirman karya.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Name of Work: Jhansi Nagar ke Antargat Village Khailar main stith Jhansi Vikas Pradhikaran ki Bhoomi par Boundarywall ka Nirman karya.\nNote :-(1)- 12% GST Excluded on the aforesaid work. BI01010001010000000000000515BI0100001112
2 1.01 Excavation in foundation in ordinary soil, excavation to be in the form of regular pits not exceeding ½ mtr. (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 m (5 fts) lift and 30 m (100 fts) lead. The earth from cutting to be used in making filling or to be deposited as spoils banks within 30 meters (100 fts) distance as directed by Engineer-in-charge in soil mixed with moorem/shingle/kauran. SOR No 252 BI01010001010000000000000515BI0100001113 550 Cum
3 2.01 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materals, labour and T&P etc. required for proper completion of the work. (rate is including Royality) SI No. 255 BI01010001010000000000000515BI0100001114 43 Cum
4 3.01 Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work. As per SOR NO. 281 BI01010001010000000000000515BI0100001115 65.75 Cum
5 4.01 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 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 and toos and plants etc, required for proper completion of the works. PWD-283(1) BI01010001010000000000000515BI0100001116 318 Cum
6 5.01 Mild Steel or Iran in plain work such as reinforced concrete or reinforced brick work when not including in an overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. SI No.-504 BI01010001010000000000000515BI0100001117 312 Qtl
7 6.01 First class brick work in 1:6 cement and fine sand of 1.25 FM, mortar in foundation and plinth including supply of all material, labour and T & P etc., required for proper completion of the work.\nAs per SOR No. 303 BI01010001010000000000000515BI0100001118 63.58 Cum
8 7.01 First class brick work in Super Structure in 1:6 cement and fine sand of 1.25 FM mortar in 9" thick wall including supply of all materials, labour and T&P etc. required for proper completion of the work (309+303+310) BI01010001010000000000000515BI0100001119 210.08 Cum
9 8.01 12 mm cement Plaster in 1:4 cement and fine sand mortar in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers, and/or rounder angles not exceeding 80mm In girth and finished even and smooth No extra for mixing any additive. Si No.-17.58 (II) BI01010001010000000000000515BI0100001120 1155 Sqm
10 9.01 15 mm cement Plaster in 1:4 cement and fine sand mortar in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers, and/or rounder angles not exceeding 80mm In girth and finished even and smooth No extra for mixing any additive. Si No.-17.59 (II) BI01010001010000000000000515BI0100001121 1155 Sqm
11 10.01 Finising walls with water proofing cement paint of approved make and quality on new work with two coat to give an even shad. Including supply of all material, labour and T&P etc. required for proper completion of the work. SI. No.- 660 BI01010001010000000000000515BI0100001122 2310 Sqm
12 11.01 Mild Steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks roof work, glltes etc. wrought to required from including drilling holes riveting or welding where necessary, and also including supply of steel, bolts nuts etc.& their fixing required for proper completion of the work. SI.No-503 BI01010001010000000000000515BI0100001123 6 Qtl
13 12.01 Painting or Varnishing on Iron works in small areas or new wood work with one coat of ready mixed priming paint and one coate of approed superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc., required for proper completion of the work Paint to be used should confirm to the ISI No. 103 - 1950. But for every coat after 1st coat details of coat for 650 sft, area\nAs per SOR No. 641 + 642 BI01010001010000000000000515BI0100001124 21.6 Sqm
14 13.01 Earth work in cutting or in filling in ordinary soil, excavation to be in the form of regular pits not exceeding ½ mtr. (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 m (5 fts) lift and 30 m (100 fts) lead. The earth from cutting to be used in making filling or to be deposited as spoils banks within 30 meters (100 fts) distance as directed by Engineer-in-charge (Rates excluding royality) Cartage 5.00 Km BI01010001010000000000000515BI0100001125 387 Cum
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