Rectification Of Muttumugham Cross Bar In Koothattukulam Municipality Rectification
Tender Value
8.87 Lakhs
Estimated cost
Bid Submission
26 Nov 2019
0 days left
EMD
22200
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Koothattukulam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rectification Of Muttumugham Cross Bar In Koothattukulam Municipality Rectification
BOQ
| Work Name: Rectification of Muttumugham Cross bar in Koothattukulam Municipality | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cross bar Maintenance | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001114 | 40 | sqm |
| 3 | 1.02 | od2186/2017_2018/IA : Putting up ring bund as per approved shape 1m bottom width,0.75m top width using empty gunny/ polythene bags filled with earth placed in 2 rows to form bund for an average height 1.05m including labour dismantling the bund after completion of the work etc.complete. as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001115 | 54 | metre |
| 4 | 1.03 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001116 | 150 | hour |
| 5 | 1.04 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001117 | 9.72 | cum |
| 6 | 1.05 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001118 | 1.17 | cum |
| 7 | 1.06 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001119 | 14 | cum |
| 8 | 1.07 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001120 | 4.6 | cum |
| 9 | 1.08 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001121 | 23.802 | cum |
| 10 | 1.09 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001122 | 43.707 | cum |
| 11 | 1.1 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001123 | 917.847 | kilogram |
| 12 | 1.11 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001124 | 165 | sqm |
| 13 | 1.12 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001125 | 8.1 | cum |
| 14 | 1.13 | 60.7.9 : RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001126 | 4.86 | cum |
| 15 | 1.14 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001127 | 61.8 | sqm |
| 16 | 1.15 | 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001128 | 36 | 10 cud m |
| 17 | 1.16 | od2187/2017_2018/IA : Providing lock and locking arrangements for the shutters as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001129 | 4 | each |
| 18 | 1.17 | 19.6.5 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe as per direction the direction of departmental officers at site | BI01010001010000000000000515BI0100001130 | 40 | metre |
AI Tender Summary
Tender Timeline
Nov 19, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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