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Prathmik Vidyalaya Rajeev Nagar Campus Me Baundrywall , Mitti Bharai And Interlocking And Nali Nirman Karya - Rajeev Nagar Prathmik Vidyalaya Rajeev Nagar Campus Me Baundrywall , Mitti Bharai And Interlocking And Nali Nirman Karya - Rajeev Nagar ( 15Va, Executive Officer Nagar Panchayat Kabrai Mahoba-Uttar Pradesh

Nagar Panchayat-NP has published Prathmik Vidyalaya Rajeev Nagar Campus Me Baundrywall , Mitti Bharai And Interlocking And Nali Nirman Karya - Rajeev Nagar Prathmik Vidyalaya Rajeev Nagar Campus Me Baundrywall , Mitti Bharai And Interlocking And Nali Nirman Karya - Rajeev Nagar ( 15Va. Submission Date for this Tender is 21-01-2021. Drainage Tenders in Executive Officer Nagar Panchayat Kabrai Mahoba Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26616714
Prathmik Vidyalaya Rajeev Nagar Campus Me Baundrywall , Mitti Bharai And Interlocking And Nali Nirman Karya - Rajeev Nagar Prathmik Vidyalaya Rajeev Nagar Campus Me Baundrywall , Mitti Bharai And Interlocking And Nali Nirman Karya - Rajeev Nagar ( 15Va
Open Tender
Indian
Uttar Pradesh
Executive Officer Nagar Panchayat Kabrai Mahoba
21-01-2021

Tender Details

CONSTRUCTION OF DRAIN , Boundary wall , EARTH FILLING And Interlocking

Key Value

Document Fees
INR 944 /-
EMD
INR 79000.0 /-
Tender Value
INR 7.90 Lakhs /-

BOQ Items

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Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. BI01010001010000000000000515BI0100001113 25 CUM
2 2 Stone dust/local sand filling in plinth including supply of necessary quantity from the side of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants, etc. required for proper completion of the work. (as per S.I. No. 255) BI01010001010000000000000515BI0100001114 3 CUM
3 3 Concrete with 4cm. (1½") guage stone ballast, fine local sand of 1.25 F.M. and cement in proportion of 12: 6:1in foundations, including supply of all materials, labour and T&P etc. required for proper completion of the work (S.I.No. 273) BI01010001010000000000000515BI0100001115 4 CUM
4 4 Same as above but R.C.C. in the lighter beams i.e. having spans upto 6 m (20') (S.I. No. 285) BI01010001010000000000000515BI0100001116 5.5 SQM
5 5 as in item no 283 above but in Rcc raft foundation and footing with 4 cm gauge approved stone ballast BI01010001010000000000000515BI0100001117 4 CUM
6 6 As in item (283) above but in RCC columns in 1.1.5.3 (SI.No.289) BI01010001010000000000000515BI0100001118 3 CUM
7 7 Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. BI01010001010000000000000515BI0100001119 13 CUM
8 8 Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. BI01010001010000000000000515BI0100001120 17 CUM
9 9 2cm (3/5")thick damp proof coarse with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by the Engineer-in-Charge in the proportion as specified by the manufactures, including supply of all materials, labour and T BI01010001010000000000000515BI0100001121 14 CUM
10 10 Class 150 brick work in 1:4 cement and fine sand of 1.25 fineness modules mortar in superstructure including supply of all material, labour and T&P etc. required for proper completion of the work. As per S.I. no305 BI01010001010000000000000515BI0100001122 10 CUM
11 11 Mild steel of iron in plain work such as reinforced concrete /brick work (when not including 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 and hooks and authorised over lapping shall be measured. (as per S.I. No. 504) BI01010001010000000000000515BI0100001123 8 QTL
12 12 Raised painting with cement and fine send of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work (as S.I. No. 577) BI01010001010000000000000515BI0100001124 35 sqm
13 13 12 mm thick plaster on with mix 1:4brick work minimum thickness not less than 10 mm with cement and find sand of 1.25 fineness modules. (as per S.I. No. 580) BI01010001010000000000000515BI0100001125 230 sqm
14 14 Finishing walls with water proof cement paint or approved make and quality on new work with two coats to give an even shade including supply of all material, labour T&P etc. required for proper completion of the work. (as per S.I. No. 660) BI01010001010000000000000515BI0100001126 700 sqm
15 15 Mild steel or iron work in heavy sizes such as trusses built up gates doors frames records racks roof work, gates etc. wrought to required form including drilling holes rivetting or welding where necessary and also including supply of steel, bolts nut wasrage etc. and their fixing required for proper completion of the work in new item. ( Batmittan pole Jhula Chairs etc) BI01010001010000000000000515BI0100001127 3 qtl
16 16 Earth work in cutting or in embankment in ordinary soil excavation to be it the from of regular pits not exceeding 1/2 meter (20") in depth earth work in embankment to be in 20 cm layer including 1.5 meter lift and 30 m lead .The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 m distaance and extra carted distance of 2 km distance(as per SI No. 253) BI01010001010000000000000515BI0100001128 850 CUM
17 17 Stone dust/local sand filling in plinth including supply of necessary quantity from the side of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants, etc. required for proper completion of the work. (as per S.I. No. 255) BI01010001010000000000000515BI0100001129 10 CUM
18 18 Concrete with 4cm. (1½") guage stone ballast, fine local sand of 1.25 F.M. and cement in proportion of 12: 6:1in foundations, including supply of all materials, labour and T&P etc. required for proper completion of the work (S.I.No. 273) BI01010001010000000000000515BI0100001130 1 CUM
19 19 Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method (G-1) (GSB) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. BI01010001010000000000000515BI0100001131 10 CUM
20 20 Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. BI01010001010000000000000515BI0100001132 2.5 CUM
21 21 12 mm thick plaster on with mix 1:4brick work minimum thickness not less than 10 mm with cement and find sand of 1.25 fineness modules. (as per S.I. No. 580) BI01010001010000000000000515BI0100001133 10 CUM
22 22 Interlocking Concrete Block Pavement Providing and laying of Rubble moulded Zig Zag Interlocking Concrete Block Payments having thikness 80mm as per drawing and technical specification clause 1504 {Chp-6 S.I. No. 6.7 (i)} BI01010001010000000000000515BI0100001134 100 CUM
23 23 Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. BI01010001010000000000000515BI0100001135 15 CUM
24 24 Stone dust/local sand filling in plinth including supply of necessary quantity from the side of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants, etc. required for proper completion of the work. (as per S.I. No. 255) BI01010001010000000000000515BI0100001136 1.5 CUM
25 25 Cement Concrete with 40 mm gauge stone ballast sand of 1.25 FM and cement in proportion of 12:6:1s including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 273) BI01010001010000000000000515BI0100001137 2.5 CUM
26 26 Class-150 brick work in 1:4 cement and find sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. (as per S.I. No. 305) BI01010001010000000000000515BI0100001138 7 CUM
27 27 Providing and laying in cement concrete 4:2:1 (4 graded stone grit 20 mm nominal size : 2 sand : 1 cement) and curing complete including supply of all material, labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge. (in 50mm & 25mm thick) (S.I. No. 279 BI01010001010000000000000515BI0100001139 1.5 CUM
28 28 RCC work with cement approved coarse sand and 2cm. (3/4") gauge approved stone ballast in the proportion 1:2:4 for slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I. wire. And including necessary cantering and suttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of the cost. (as per S.I. No. 284) BI01010001010000000000000515BI0100001140 1.5 QTL
29 29 M.S. iron works such as reinforcement in cross drainage including cutting bending and binding also including all material, labour T&P etc. complete. (S.I. No. 504) BI01010001010000000000000515BI0100001141 1 SQM
30 30 12mm thick plaster on brick massonary in the proportion 1:4 minimum thickness not less than 10mm with cement and find sand of 1.25 fineness modulus. (as S.I. No. 584) BI01010001010000000000000515BI0100001142 30 SQM
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