State Plan 2020 2021 Renovation Of Existing Civil Structures Renovation Of Existing Damaged Compound Wall And Re Tarring Of Road To Chief Engineer S Office Nr Office Malaparamba Kozhikode
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Feb 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Malaparamba → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
State Plan 2020 2021 Renovation Of Existing Civil Structures Renovation Of Existing Damaged Compound Wall And Re Tarring Of Road To Chief Engineer S Office Nr Office Malaparamba Kozhikode
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Feb-2021 | DATE CORRIGENDUM | Date | 26-Feb-2021 |
BOQ
| Name of Work:State Plan - 2020-21 - Renovation of existing Civil structures -Renovation of existing damaged Compound Wall & Re tarring of road to Chief Engineer's (NR) Office Malaparamba, Kozhikode. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Renovation compound Wall | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001113 | 438.385 | sqm |
| 3 | 1.002 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | BI01010001010000000000000515BI0100001114 | 10 | No |
| 4 | 1.003 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | BI01010001010000000000000515BI0100001115 | 2 | No |
| 5 | 1.004 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | BI01010001010000000000000515BI0100001116 | 116.401 | sqm |
| 6 | 1.005 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | BI01010001010000000000000515BI0100001117 | 5.929 | cum |
| 7 | 1.006 | 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 Lime Mortor | BI01010001010000000000000515BI0100001118 | 45.583 | cum |
| 8 | 1.007 | Engaging Coolie | BI01010001010000000000000515BI0100001119 | 14 | Day |
| 9 | 1.008 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | BI01010001010000000000000515BI0100001120 | 127.576 | cum |
| 10 | 1.009 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil | 38.548 | cum | |
| 11 | 1.01 | 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: | 32.311 | cum | |
| 12 | 1.011 | 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) | 1.08 | cum | |
| 13 | 1.012 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 90 | sqm | |
| 14 | 1.013 | 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 | 15.193 | cum | |
| 15 | 1.014 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 971.461 | kg | |
| 16 | 1.015 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. | 19.386 | cum | |
| 17 | 1.016 | Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 28.776 | cum | |
| 18 | 1.017 | Supplying best quality 20 mm wiring pipe (black) | 115 | metre | |
| 19 | 1.018 | 12 mm cement plaster of mix: | 584.012 | sqm | |
| 20 | 1.019 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): | 38.22 | sqm | |
| 21 | 1.02 | Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats | 39 | sqm | |
| 22 | 1.021 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 576.842 | sqm | |
| 23 | 1.022 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:New work ( Two or more coats) over and including priming coat with water thinnable cement primer | 572.842 | sqm | |
| 24 | 1.023 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 10.8 | sqm | |
| 25 | 1.024 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 108 | sqm | |
| 26 | 1.025 | Supplying and stacking at site.Good earth | 56.6 | cum | |
| 27 | 1.026 | Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler | 35 | sqm | |
| 28 | 2 | Supplying and Fixing Suitable Gate | |||
| 29 | 2.001 | Supplying and fixing Gates using necessary class materials in using GI Rectangular tubes / Heavy as per requirement , using engraved GI sheet, glass or modern WPC designed sheet etc., industrial labour work with necessary clamps, hinges, hasp, lock as per requirement and as per design & direction of engineer in charge . giving required primer coat and Enamel painting etc. complete Also providing KWA logo on the gate. | 21.42 | sqm | |
| 30 | 3 | Road renovation | |||
| 31 | 3.001 | 3.3 Excavation for road way in soil with dozer including cutting and pushing the earth to site of embankment up to a distance of 100 meters (average lead 50 meters), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 6.48 | cum | |
| 32 | 3.002 | Supply ,stacking,spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading ,unloading & stacking up to any lead. | 5.4 | cum | |
| 33 | 3.003 | Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 32.4 | cum | |
| 34 | 3.004 | Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | 32.4 | cum | |
| 35 | 3.005 | 5.1.a Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 - 1.00 kg/sq m using mechanical means. | 140.4 | sqm | |
| 36 | 3.006 | 5.2.b Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sq m on the prepared Granular surface cleaned with mechanical broom. | 702 | sqm | |
| 37 | 3.007 | 5.8.d Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG -30) laid on prepared surface and rolling with 8 -10 tonne smooth wheeled steel roller . <br> Grading IV - (6mm nominal chipping size) <br> | 140.4 | sqm | |
| 38 | 3.008 | 55.2 Supplying and stacking 12 mm hard blue granite broken stone in slandered heaps for measurment. (IRC 3.2.1.1) | 8.1 | cum | |
| 39 | 3.009 | 55.4 Supplying and stacking 36 mm size hard broken stone in slandered heaps for measurment (IRC 3.2.1.a) | 24.3 | cum | |
| 40 | 3.01 | 55.6.a Providing pre mix bitumen leveling coarse having thickness between 20 mm and 40 mm with 12 mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 kg per m3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roller and other sundry stores. | 4.86 | cum | |
| 41 | 3.011 | 55.7.a Providing bitumen leveling coarse between 40 mm and 150 mm with 36 mm deptl. metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 kg per m3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roller and other sundry stores. | 16.2 | cum | |
| 42 | 3.012 | 5.7.2 Providing laying and rolling of close grades premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm type (Type B) aggregates using viscosity grade bitumen (VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/ hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade. | 872 | sqm | |
| 43 | 3.013 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 38.34 | cum | |
| 44 | 3.014 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white / yellow shade, including cleaning the surface of all dirt, scales oil, grease and foreign material etc. complete.New work (Two or more coats) | 58 | sqm | |
| 45 | 4 | Electrification | |||
| 46 | 4.001 | Supplying and Providing gate LED lamps , and wall mounted LED decorative lights and necessery wiring and switches giving connection etc.(Gate lamps 4 nos,wall mounted decorative lamps 17 nos ) | 1 | set |
AI Tender Summary
Tender Timeline
Feb 18, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 26, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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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