Tender For Interlocking And Drain Construction Work From The Temple To Khacheru House In Mau Vishnapuri Under Municipal Council Khair.
Tender Value
2.09 Lakhs
Estimated cost
Bid Submission
21 Feb 2025
0 days left
EMD
4182
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
khair → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Interlocking And Drain Construction Work From The Temple To Khacheru House In Mau Vishnapuri Under Municipal Council Khair.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Carted Earth) |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4 to 53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause |
| 3 | Laying of I shaped precast Interlockingtilesofthickness80mm Compress-ive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling anddressingofsurfacetorequired level and slope, filling joints with local sand all complete work. (80 mm (Rubber moulded Grey)) Ch-20, S.I. - 11 |
| 4 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and 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 directed by the Engineer Incharge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. As per SOR (CH-17, Sl.-694) |
| 5 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. Ch-5, S.I. 275 (a) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Ch-5, S.I. 6(a) |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto plinth level Ch-5, S.I. 7(i) |
| 8 | Steel reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Ch-10, S.I. 1 |
| 9 | Supply & Fixing of Inauguration Board |
AI Tender Summary
Tender Timeline
Feb 07, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 21, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 23, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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