Construction Of R . R . Masonry Retaining Wall For Safety Of Electric Yard Of S . S . 2 Sump Ofpump House No 4 And B . S . 1 And Other Allied Civil Work In Ghat Section . Construction Of R . R . Masonry Retaining Wall For Safety Of Electric Yard Of S .
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Feb 2021
0 days left
EMD
26000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandleshwar → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of R . R . Masonry Retaining Wall For Safety Of Electric Yard Of S . S . 2 Sump Ofpump House No 4 And B . S . 1 And Other Allied Civil Work In Ghat Section . Construction Of R . R . Masonry Retaining Wall For Safety Of Electric Yard Of S . S . 2Sump Ofpump House No 4 And B . S . 1 And Other Allied Civil Work In Ghat Section .
BOQ
| Name of Work: Construction of R.R. masonry retaining wall for safety of electric yard of S.S.2 sump of pump house no 4 and B.S.1 and other allied civil work in ghat section. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | As Per Detail | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil\nRetaining wall 25mX2.80X2.00= 140cum\nOver flow channel ph4 - 15mX2.00x1.00= 30.00\nOver flow channel -B.S.1-30mx1.80x1.00= 54.00\nApproach road - 40mx3.00x0.50= 60.00\n 284 cum\n | BI01010001010000000000000515BI0100001113 | 284 | cum |
| 3 | 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.\nCement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate\nRetaining wall 25.00x2.80x0.20= 14.00\nOverflow channel 15x2.00x0.15= 4.50\n 40mx1.80x0.15= 10.80\nCutting portion 10mx10m x0.15 = 15.00\nBridge 20mx1.50x0.15= 4.50\nCopping 70m x0.50x0.10= 3.50\n 25mx1.00x0.10= 2.50\n 54.80 cum\n+Headers as per item no 3[B] +15.19\n above 69.99 cum\n | BI01010001010000000000000515BI0100001114 | 69.99 | cum |
| 4 | 1.03 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete M-5 stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)\nRetaining wall 25mx2.50x0.60= 37.50 cum\n 25mx2.30x0.60= 34.50 cum\n 25mx2.00x0.60= 30.00 cum\n 25mx1.80x0.60= 27.00 cum\n 25mx1.60x0.60= 24.00 cum\n 25mx1.40x0.60= 21.00 cum\n 25mx1.20x0.60= 18.00 cum\n 25mx1.00x0.60= 15.00 cum\nChannel 70mx2sidex0.40x1.00+1.50= 70.00 cum\n 2\nBridge opening 2 side x3.00x1.00= 6.00\n 283.00\n Deduct concrete headers (-) 15.19cum\n 267.81cum\n\nconcrete headers \n9x3x2.50x0.20x0.20= 2.70 cum\n8x3x2.30x0.20x0.20= 2.20 cum\n9x3x2.00x0.20x0.20= 2.16 cum\n8x3x1.80x0.20x0.20= 1.72 cum\n9x3x1.60x0.20x0.20= 1.72 cum\n8x3x1.40x0.20x0.20= 1.34 cum\n9x3x1.20x0.20x0.20= 1.29 cum\n8x3x1.00x0.20x0.20= 0.96 cum\n23x3x0.40x0.20x0.20= 1.10cum\n 15.19 cum[B]\n | BI01010001010000000000000515BI0100001115 | 267.81 | cum |
| 5 | 1.04 | Providing and laying boulders apron/toe wall on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per\nDrawing and Technical specification and as per relevant clauses of section 2500.\nBoulder laid dry without wire crates.\nIn cutting portion 5mx10x10x0.15= 75.00 cum\nRoad 3 rowsx40mx3.60x0.15= 64.80 cum\n 30mx3.60x0.15= 16.20 cum\nApproach & nallah 20x4+5+6X0.30= 30.00 cum\n 3 186.00\nPH 4 sump side- 40mx2.00x0.10= 8.00\n 194.00\n | BI01010001010000000000000515BI0100001116 | 194 | cum |
| 6 | 1.05 | Supplying and filling in plinth under floors including,\nWatering, ramming consolidating and dressing complete. Moorum/Hard copra\nCutting portion 10mx10mx2.00= 200cum\n road 40mx3.60x0.60= 86.40\n road 30mx3.60x0.45= 48.60\n 335.00cum | BI01010001010000000000000515BI0100001117 | 335 | cum |
| 7 | 1.6 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand)\nFlush/ Ruled pointing\n25.00mx4.90m=122.50sqm\n | BI01010001010000000000000515BI0100001118 | 122.5 | Sqm |
AI Tender Summary
Tender Timeline
Feb 11, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 01, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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