Tender For Strengthening Of Panagattupakkam Road Km 0.0 1.050 In Thiruporur Panchayat Unions Of Chengalpattu District Under Mgsmt 2022-23 And 2023-24, 25 Percentage Component Having Pkg No.07
Tender Value
60.33 Lakhs
Estimated cost
Bid Submission
27 Jun 2023
0 days left
EMD
61000
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
thiruporur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Panagattupakkam Road Km 0.0 1.050 In Thiruporur Panchayat Unions Of Chengalpattu District Under Mgsmt 2022-23 And 2023-24, 25 Percentage Component Having Pkg No.07 Strengthening Of Panagattupakkam Road Km 0.0 1.050 In Thiruporur Panchayat Unions Of Chengalpattu District Under Mgsmt 2022-23 And 2023-24, 25 Percentage Component Having Pkg No.
BOQ
| Sl. No. | Item Description |
| 1 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m with all leads and lifts and all other incidential charges.etc., complete |
| 2 | ch 0/0-1/190 |
| 3 | 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 150mm 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.Using Paver Finisher |
| 4 | ch 0/0-1/190 |
| 5 | Applying PRIMECOAToverWMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. |
| 6 | ch 0/0-1/190 |
| 7 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. |
| 8 | ch 0/0-1/190 |
| 9 | Providing and laying 50mm compacted thickness bituminous macadem using 0.42Cum of 26.5-11.2mm metal and 0.10cum of 11.2-2.80mm metal and 0.18cum of 2.80mm metal and below with 38Kgs of bitumen for premixing 10 sqm including cost and conveyance of all mate |
| 10 | ch 0/0-1/190 |
| 11 | Providing and laying Bitumenus Concrete 25mm thick using using 0.24cum of 13.2mm, 0.76 cum of 11.20mm , 6.7,6,5.6&4.75 mm 0.66 cum and 2.36 mm 0.34 cum of metal for mixing of Bitumenper 1 cum including cost and conveyanceto 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., completePAVER FINISHER |
| 12 | ch 0/0-1/190 |
| 13 | Filling gravel for shoulders andbermsincluding cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete |
| 14 | ch 0/0-1/190 |
| 15 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsforR C Ccolumn footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etcusing mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmild steel angles ofsize25mmx25mmx3mmforboardinglaidoversilver oak(countrywood) scantlings of size 10cm x 6.5cm spacedof about 90cm centretocentreand supported by casurina props of 10cm to 13cm dia spacedat 75cmcentretocentrecomplete complying with standardspecificationsandasdirectedbydepartmental Officers etc.Complete. |
| 16 | ch 0/0-1/190 |
| 17 | Construction of un-reinforced dowl 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 an |
| 18 | ch 0/0-1/190 |
| 19 | Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free form streaks and holes etc complete as per MORT&H specification no.803 |
| 20 | Supplying and fixing of HM stone of size 0.75x0.23x0.10 m including cost and conveyance and all other labour charges etc., complete |
| 21 | Supplying and fixing of KM stone of size 1.65x0.45x0.15 m including cost and conveyance and all other labour charges etc., complete |
| 22 | 60 cm Equilateral triangle cautionary signboard |
| 23 | 60 cm Circle(MANDATORY SIGN) |
| 24 | Chevron signs 90 cm octogon (Curves) |
| 25 | Provision for Speed breaker |
| 26 | Road Marker/ Road stud with lens Reflector Providing and fixing reflective road studs of \"Category A\" raised pavement markers made out of poly carbonate/ methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lenseface with ratro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH 33023/10/97-DO.III dt 11.06.97. The height , width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf. Fixing wil be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., Complete. |
| 27 | Routine Maintenance after completion ofwork the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance periodfor the following years. As per General condition of contract para 32.2.2 |
| 28 | For 1st Year |
| 29 | For 2nd Year |
| 30 | For 3rd Year |
| 31 | For 4th Year |
| 32 | For 5th Year |
| 33 | 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} |
AI Tender Summary
Tender Timeline
Jun 22, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJun 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 27, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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