Pvip-Mla-Ads-2020-21 Reconstruction Of Culvert At Ch . 2 . 30Km Of West Vengola Sub Branch Canal Construction Of Bridge
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Feb 2021
0 days left
EMD
22200
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vengola → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pvip-Mla-Ads-2020-21 Reconstruction Of Culvert At Ch . 2 . 30Km Of West Vengola Sub Branch Canal Construction Of Bridge
BOQ
| Work Name:PVIP-MLA-ADS-2020-21 Reconstruction of culvert at Ch. 2.30km of West Vengola Sub Branch Canal | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | App A | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001114 | 1.92 | cum |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 10.5 | cum |
| 4 | 1.03 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001116 | 12.75 | cum |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 120 | sqm |
| 6 | 1.05 | 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 | BI01010001010000000000000515BI0100001118 | 91.325 | cum |
| 7 | 1.06 | 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) | BI01010001010000000000000515BI0100001119 | 9.17 | cum |
| 8 | 1.07 | 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) | BI01010001010000000000000515BI0100001120 | 7.1 | 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) | BI01010001010000000000000515BI0100001121 | 47.05 | cum |
| 10 | 1.09 | 5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001122 | 5.25 | 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 | BI01010001010000000000000515BI0100001123 | 1728 | 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 | BI01010001010000000000000515BI0100001124 | 3.42 | sqm |
| 13 | 1.12 | 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | BI01010001010000000000000515BI0100001125 | 144.68 | sqm |
| 14 | 1.13 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001126 | 6 | sqm |
| 15 | 1.14 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001127 | 19 | sqm |
| 16 | 1.15 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001128 | 24.824 | sqm |
| 17 | 1.16 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001129 | 14.76 | sqm |
| 18 | 1.17 | 4.1.5 : 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 20 mm nominal size) | BI01010001010000000000000515BI0100001130 | 6.97 | cum |
| 19 | 1.18 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001131 | 123 | sqm |
| 20 | 1.19 | od49761/2019_2020/P2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality departmental rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001132 | 7.65 | cum |
| 21 | 1.2 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001133 | 1.275 | cum |
| 22 | 1.21 | od49414/2019_2020/P2 : Engaging man coolies for clearing the canal etc | BI01010001010000000000000515BI0100001134 | 4 | each |
| 23 | 1.22 | 8.12 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | BI01010001010000000000000515BI0100001135 | 0.3 | sqm |
| 24 | 1.23 | 16.21 : Engraving letters in hard stone | BI01010001010000000000000515BI0100001136 | 210 | per Letter per cm height |
| 25 | 1.24 | 13.71 : Lettering with black Japan pint of approved brand and manufacture | BI01010001010000000000000515BI0100001137 | 210 | per Letter per cm height |
AI Tender Summary
Tender Timeline
Jan 28, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 04, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 09, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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