Strengthening Of Roads 2 Nos In Package No . Tvm/2019-20/100 Polur Block Of Tiruvannamalai District Under Sfc Grant ( B . Pt And D . Pt ) 2019-20 Scheme
Tender Value
43.48 Lakhs
Estimated cost
Bid Submission
19 Nov 2019
0 days left
EMD
43500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Polur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Roads 2 Nos In Package No . Tvm/2019-20/100 Polur Block Of Tiruvannamalai District Under Sfc Grant ( B . Pt And D . Pt ) 2019-20 Scheme
BOQ
| Name of Work: Strengthening of Roads 2 Nos in Package No.TVM/2019-20/100 Polur of Tiruvannamalai District under SFC Grant (B.Pt & D.Pt) 2019-20 Scheme | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part I : Strengthening of road from Chitheri to Periyeri Road Km 0/0 - 1/430 R-326 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001113 | ||
| 3 | 1.02 | Km 0/0 - 1/430 | BI01010001010000000000000515BI0100001114 | 1544.4 | Sq.m |
| 4 | 1.03 | Picking old metalled surface / BT surface upto 10cm thick and as directed by the departmental officers | BI01010001010000000000000515BI0100001115 | ||
| 5 | 1.04 | Km 0/0 - 1/430 | BI01010001010000000000000515BI0100001116 | 1212 | Cu.m |
| 6 | 1.05 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001117 | ||
| 7 | 1.06 | Km 0/0 - 1/430 | BI01010001010000000000000515BI0100001118 | 492.08 | Cu.m |
| 8 | 1.07 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001119 | ||
| 9 | 1.08 | Km 0/0 - 1/0 | BI01010001010000000000000515BI0100001120 | 85.16 | Cu.m |
| 10 | 1.09 | Km 1/0 - 1/430 | BI01010001010000000000000515BI0100001121 | 38.7 | Cu.m |
| 11 | 1.1 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | BI01010001010000000000000515BI0100001122 | ||
| 12 | 1.11 | Km 0/0 - 1/0 | BI01010001010000000000000515BI0100001123 | 235.5 | Cu.m |
| 13 | 1.12 | Km 1/0 - 1/430 | BI01010001010000000000000515BI0100001124 | 82.5 | Cu.m |
| 14 | 1.13 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001125 | ||
| 15 | 1.14 | Km 0/0 - 1/430 | BI01010001010000000000000515BI0100001126 | 455.63 | Cu.m |
| 16 | 1.15 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001127 | ||
| 17 | 1.16 | Km 0/0 - 1/430 | BI01010001010000000000000515BI0100001128 | 3645 | Sq.m |
| 18 | 1.17 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001129 | ||
| 19 | 1.18 | Km 0/0 - 1/430 | BI01010001010000000000000515BI0100001130 | 3645 | Sq.m |
| 20 | 1.19 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001131 | ||
| 21 | 1.2 | Km 0/0 - 2/750 | BI01010001010000000000000515BI0100001132 | 3645 | Sq.m |
| 22 | 1.21 | Providing KM stones | BI01010001010000000000000515BI0100001133 | 1 | Nos |
| 23 | 1.22 | Providing HM stones | BI01010001010000000000000515BI0100001134 | 7 | Nos |
| 24 | 1.23 | Provision for Name Board | BI01010001010000000000000515BI0100001135 | 1 | Nos |
| 25 | 1.24 | Part II : Strengthening of road from Arunthathuyar palayam Road Km 0/0 - 0/830 R-117 | BI01010001010000000000000515BI0100001136 | ||
| 26 | 1.25 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | BI01010001010000000000000515BI0100001137 | ||
| 27 | 1.26 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001138 | 896.4 | Sq.m |
| 28 | 1.27 | Picking old metalled surface / BT surface upto 10cm thick and as directed by the departmental officers | BI01010001010000000000000515BI0100001139 | ||
| 29 | 1.28 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001140 | 830 | Cu.m |
| 30 | 1.29 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | BI01010001010000000000000515BI0100001141 | ||
| 31 | 1.3 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001142 | 448.2 | Cu.m |
| 32 | 1.31 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | BI01010001010000000000000515BI0100001143 | ||
| 33 | 1.32 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001144 | 74.7 | Cu.m |
| 34 | 1.33 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | BI01010001010000000000000515BI0100001145 | ||
| 35 | 1.34 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001146 | 311.25 | Cu.m |
| 36 | 1.35 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | BI01010001010000000000000515BI0100001147 | ||
| 37 | 1.36 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001148 | 311.25 | Cu.m |
| 38 | 1.37 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001149 | ||
| 39 | 1.38 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001150 | 2490 | Sq.m |
| 40 | 1.39 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | BI01010001010000000000000515BI0100001151 | ||
| 41 | 1.4 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001152 | 2490 | Sq.m |
| 42 | 1.41 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | BI01010001010000000000000515BI0100001153 | ||
| 43 | 1.42 | Km 0/0 - 0/830 | BI01010001010000000000000515BI0100001154 | 2490 | Sq.m |
| 44 | 1.43 | Providing HM stones | BI01010001010000000000000515BI0100001155 | 4 | Nos |
| 45 | 1.44 | Provision for Name Board | BI01010001010000000000000515BI0100001156 | 1 | Nos |
| 46 | 1.45 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | BI01010001010000000000000515BI0100001157 | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Nov 13, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 20, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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