Strengthening Of Bt Road From Nemam To Gudapakkam Road @ Nemam Panchayat (Pur - R12) Km - 0/0 - 3/120
Tender Value
1.93 Crore
Estimated cost
Bid Submission
09 Sep 2019
0 days left
EMD
1.94 Lakhs
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
Poonamallee → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Bt Road From Nemam To Gudapakkam Road @ Nemam Panchayat ( Pur - R12 ) Km - 0 / 0 - 3 / 120
BOQ
| Name of Work: Strengthening of BT Road from Nemam to Gudapakkam Road @ Nemam Panchayat (PUR - R12) KM - 0/0 - 3/120 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part -I:- Strengthening of BT Road from Nemam to Gudapakkam Road @ Nemam Panchayat (PUR - R12) KM - 0/0 - 3/120 | |||
| 2 | 2 | Clearing theScrub Jungles Including Cutting the Scrubs and removing away from site etc complete | 2808 | Sqm | |
| 3 | 3 | Picking old damaged wornout BT Surface including cost of all charges etc | 3857.5 | Sqm | |
| 4 | 4 | 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, stinet earth and earth mixed with small size boulders SS .20.A | 1755 | Cum | |
| 5 | 5 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 | |||
| 6 | 6 | Km - 0/0 - 1/0 | 180 | Cum | |
| 7 | 7 | Km - 1/0 - 2/0 | 179.64 | Cum | |
| 8 | 8 | Km - 2/0 - 3/0 | 174.64 | Cum | |
| 9 | 9 | Km - 3/0 - 3/120 | 21.6 | Cum | |
| 10 | 10 | 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. | |||
| 11 | 11 | Km - 0/0 - 1/0 | 843.75 | Cum | |
| 12 | 12 | Km - 1/0 - 2/0 | 843.75 | Cum | |
| 13 | 13 | Km - 2/0 - 3/0 | 818.44 | Cum | |
| 14 | 14 | Km - 3/0 - 3/120 | 101.25 | Cum | |
| 15 | 15 | Applying primer coat over WMM Surface 7kg of bituminous emulsion per 10 Sqm. Including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handing charges including labour charges for brushing, cleaning and preparing the surface for laying the primer coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel runing charges for applying for all tools and plants employed for the work including all other incidental charges such as barricating and providing danger lights, flags etc., complete as per standard specification | 11587.5 | Sqm | |
| 16 | 16 | Providing Bituminous macadam to the required thickness of 50mm using 0.42m3 of 26.50mm to 0.10m3 of 11.20mm to 4.75mm metal 0.18m3 of 4.75mm metal with 38kgs Bitumen binder for 10m2 50mm consolidated thickness including cost and stacking standard dept gauge for pre measurement with power roller including hire and fuel charges for power roller bitument bioiler mini hot mix plant and all other tools and plants etc complted as per clause 504 of most specifications | |||
| 17 | 17 | Km - 0/0 - 1/0 | 187.5 | Cum | |
| 18 | 18 | Km - 1/0 - 2/0 | 187.5 | Cum | |
| 19 | 19 | Km - 2/0 - 3/0 | 181.88 | Cum | |
| 20 | 20 | Km - 3/0 - 3/120 | 22.5 | Cum | |
| 21 | 21 | PREMIX CARPET WITH SEAL COAT TYPE ' A ' using Paver machine with 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 23.232 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 Km 0/0 - 3/120 | |||
| 22 | 22 | Km - 0/0 - 1/0 | 3750 | Sqm | |
| 23 | 23 | Km - 1/0 - 2/0 | 3750 | Sqm | |
| 24 | 24 | Km - 2/0 - 3/0 | 3637.5 | Sqm | |
| 25 | 25 | Km - 3/0 - 3/120 | 450 | Sqm | |
| 26 | 26 | HM Stone (0.75 x 0.23 x 0.10) | 12 | Nos | |
| 27 | 27 | KM Stone (1.65 x 0.45 x 0.15) | 3 | Nos | |
| 28 | 28 | Provision for CC Pavement Ch - 2/770 to 2/800 | |||
| 29 | 29 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Km 2/770 - 2/800 | 27 | Cum | |
| 30 | 30 | Retaining Wall - 1/050 - 1/250 | |||
| 31 | 31 | Earth Work Excavation depositing on Bank with initial lead and lift etc complete as per SS 20B | 895.05 | Cum | |
| 32 | 32 | Filling with sand including cost and conveyance of all materials to site and all labour charges etc. complete. | 99.45 | Cum | |
| 33 | 33 | Cement Concrete 1:4:8 using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc. complete. | 99.45 | Cum | |
| 34 | 34 | Towards Centring charges for planks including rend and labour charges etc. complete. Below GL | 706.68 | Sqm | |
| 35 | 35 | Towards Centring charges for planks including rend and labour charges etc. complete. | 1174.05 | Sqm | |
| 36 | 36 | Cement Concrete 1:3:6 using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc. complete. | 851.18 | Cum | |
| 37 | 37 | Collection and supply of Gritty Gravel From Approved quarry including cost and conveyance of all materials to site and all labour charges etc. complete. | 297.44 | Cum | |
| 38 | 38 | Sungle Row Pipe Culvert - Ch 1/620 | |||
| 39 | 39 | Earth Work Excavation depositing on Bank with initial lead and lift etc complete as per SS 20B | 67.5 | Cum | |
| 40 | 40 | Filling with sand including cost and conveyance of all materials to site and all labour charges etc. complete. | 2.7 | Cum | |
| 41 | 41 | Cement Concrete 1:4:8 using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc. complete. | 2.7 | Cum | |
| 42 | 42 | Towards Centring charges for planks including rend and labour charges etc. complete. | 72.27 | Cum | |
| 43 | 43 | Cement Concrete 1:3:6 using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc. complete. | 18.19 | Cum | |
| 44 | 44 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling watering and compacting etc complete complying with standard spacification and as directed by the departmental officer. | 5.63 | Cum | |
| 45 | 45 | cost and supplying of 0.900 dia cement Pipe including cost and conveyance and all labour charges etc. complete. | 7.5 | Cum | |
| 46 | 46 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | 1 | GST Amount |
AI Tender Summary
Tender Timeline
Jan 01, 1900
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 10, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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