Strengthening Of Road In Package No . Tvm/2020-21/20 Chengam Block Of Tiruvannamalai District Under Scpar ( Savings ) 2019-20
Tender Value
44.76 Lakhs
Estimated cost
Bid Submission
07 Jul 2020
0 days left
EMD
44800
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
Chengam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Road In Package No . Tvm/2020-21/20 Chengam Block Of Tiruvannamalai District Under Scpar ( Savings ) 2019-20
BOQ
| Name of Work: Strengthening of Road in Package No.TVM/2020-21/20 Chengam Block of Tiruvannamalai District under SCPAR 2019-20 (Savings) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Strengthening of Road Melvanakampadi Road (Melvanakampadi to Arasamara Road) Km 0/0 - 1/750 R152 | 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 - 1/750 | BI01010001010000000000000515BI0100001114 | 1890 | 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 - 1/750 | BI01010001010000000000000515BI0100001116 | 2187.5 | 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 - 1/750 | BI01010001010000000000000515BI0100001118 | 630 | 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 | 125 | Cu.m |
| 10 | 1.09 | Km 1/0 - 1/750 | BI01010001010000000000000515BI0100001121 | 84.38 | Cu.m |
| 11 | 1.1 | 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. | BI01010001010000000000000515BI0100001122 | ||
| 12 | 1.11 | Km 0/0 - 1/750 | BI01010001010000000000000515BI0100001123 | 820.31 | Cu.m |
| 13 | 1.12 | 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. | BI01010001010000000000000515BI0100001124 | ||
| 14 | 1.13 | Km 0/0 - 1/750 | BI01010001010000000000000515BI0100001125 | 6562.5 | Sq.m |
| 15 | 1.14 | 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. | BI01010001010000000000000515BI0100001126 | ||
| 16 | 1.15 | Km 0/0 - 1/750 | BI01010001010000000000000515BI0100001127 | 6562.5 | Sq.m |
| 17 | 1.16 | 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 | BI01010001010000000000000515BI0100001128 | ||
| 18 | 1.17 | Km 0/0 - 1/750 | BI01010001010000000000000515BI0100001129 | 6562.5 | Sq.m |
| 19 | 1.18 | Providing KM stones | BI01010001010000000000000515BI0100001130 | 1 | Nos |
| 20 | 1.19 | Providing HM stones | BI01010001010000000000000515BI0100001131 | 7 | Nos |
| 21 | 1.2 | Provision for Name Board | BI01010001010000000000000515BI0100001132 | 1 | Nos |
| 22 | 1.21 | Provision for Sign Board | BI01010001010000000000000515BI0100001133 | 1 | Nos |
| 23 | 1.22 | Construction of Retaining wall at Ch.1230 | BI01010001010000000000000515BI0100001134 | ||
| 24 | 1.23 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B. | BI01010001010000000000000515BI0100001135 | 80.01 | Cu.m |
| 25 | 1.24 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | BI01010001010000000000000515BI0100001136 | 16 | Cu.m |
| 26 | 1.25 | Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc., complete. | BI01010001010000000000000515BI0100001137 | 426.72 | Sq.m |
| 27 | 1.26 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. For Abutments,Wings & Parapet wall | BI01010001010000000000000515BI0100001138 | 152.02 | Cu.m |
| 28 | 1.27 | 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 | BI01010001010000000000000515BI0100001139 | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Jul 02, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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