Acsti - Construction Of Road Around Main Building , Road To Hostel , Drain And Widening And Maintenance Of The Entrance Road ( Retender ) Road Work
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Mar 2021
0 days left
EMD
2500
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
monvila trivandrum → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Acsti - Construction Of Road Around Main Building , Road To Hostel , Drain And Widening And Maintenance Of The Entrance Road ( Retender ) Road Work
BOQ
| Work Name : ACSTI- Providing road around the administrative buildings. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A Road around the main building | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | BI01010001010000000000000515BI0100001114 | 235.5 | cum |
| 3 | 1.02 | 4.1.A.2 : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401<br>\nGrading-II - Plant Mix Method <br> | BI01010001010000000000000515BI0100001115 | 111.375 | cum |
| 4 | 1.03 | 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001116 | 111.375 | cum |
| 5 | 1.04 | 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 - 1.0 kg/sqm using mechanical means. | BI01010001010000000000000515BI0100001117 | 742.5 | sqm |
| 6 | 1.05 | 5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001118 | 742.5 | sqm |
| 7 | 1.06 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001119 | 20.048 | cum |
| 8 | 1.07 | 55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001120 | 6.683 | cum |
| 9 | 1.08 | 55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br>\nBy Manual Means. | BI01010001010000000000000515BI0100001121 | 742.5 | sqm |
| 10 | 2 | Appendix B. Road to hostel | BI01010001010000000000000515BI0100001122 | ||
| 11 | 2.01 | 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001123 | 14.4 | cum |
| 12 | 2.02 | 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 - 1.0 kg/sqm using mechanical means. | BI01010001010000000000000515BI0100001124 | 96 | sqm |
| 13 | 2.03 | 5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001125 | 96 | sqm |
| 14 | 2.04 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001126 | 2.592 | cum |
| 15 | 2.05 | 55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001127 | 0.864 | cum |
| 16 | 2.06 | 55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br>\nBy Manual Means. | BI01010001010000000000000515BI0100001128 | 96 | sqm |
| 17 | 3 | Appendix C - Drain | BI01010001010000000000000515BI0100001129 | ||
| 18 | 3.01 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001130 | 19.25 | cum |
| 19 | 3.02 | 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) | BI01010001010000000000000515BI0100001131 | 3.5 | cum |
| 20 | 3.03 | 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) | BI01010001010000000000000515BI0100001132 | 10.788 | cum |
| 21 | 3.04 | 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. | BI01010001010000000000000515BI0100001133 | 63 | sqm |
| 22 | 3.05 | 5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001134 | 2.525 | cum |
| 23 | 3.06 | 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 | BI01010001010000000000000515BI0100001135 | 252 | kilogram |
| 24 | 3.07 | 10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001136 | 200 | kg |
| 25 | 3.08 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001137 | 8.4 | sqm |
| 26 | 3.09 | od299897/2020_2021 : Lifting, conveying, placing heavy cover slab carefully over the drain including all allied works | BI01010001010000000000000515BI0100001138 | 15 | each |
| 27 | 3.1 | od299898/2020_2021 : Lifting, conveying and placing in position, cover slab over the drain using manual or mechanical means including point the joints if necessary | BI01010001010000000000000515BI0100001139 | 40 | each |
| 28 | 3.11 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001140 | 16.35 | sqm |
| 29 | 4 | App D 1 Widening and maintenance to the entrance road | BI01010001010000000000000515BI0100001141 | ||
| 30 | 4.01 | 3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | BI01010001010000000000000515BI0100001142 | 42 | cum |
| 31 | 4.02 | 55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | BI01010001010000000000000515BI0100001143 | 20 | cum |
| 32 | 4.03 | 55.8.a : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | BI01010001010000000000000515BI0100001144 | 20 | cum |
| 33 | 4.04 | 4.1.A.2 : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401<br>\nGrading-II - Plant Mix Method <br> | BI01010001010000000000000515BI0100001145 | 21 | cum |
| 34 | 4.05 | 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001146 | 14 | cum |
| 35 | 4.06 | 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 - 1.0 kg/sqm using mechanical means. | BI01010001010000000000000515BI0100001147 | 140 | sqm |
| 36 | 4.07 | 5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001148 | 600 | sqm |
| 37 | 4.08 | 55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br>\nBy Manual Means. | BI01010001010000000000000515BI0100001149 | 600 | sqm |
| 38 | 4.09 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001150 | 16.2 | cum |
| 39 | 4.1 | 55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001151 | 5.4 | cum |
| 40 | 5 | App. D 2 Demolition etc | BI01010001010000000000000515BI0100001152 | ||
| 41 | 5.01 | 15.7.4 : 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 | BI01010001010000000000000515BI0100001153 | 1 | cum |
| 42 | 5.02 | 16.9 : Scarifying metalled (water - bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | BI01010001010000000000000515BI0100001154 | 240 | sqm |
AI Tender Summary
Tender Timeline
Mar 09, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 16, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender