Tender For Restoration Of Main Carriageway Disturbed By Cmwssb For Laying Of 1400 Mm Dia Pipe At Uthandi From Km 25/350 To 25/800 (Rhs) Of East Coast Road (Ecr)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Jan 2023
0 days left
EMD
55200
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chennai → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Restoration Of Main Carriageway Disturbed By Cmwssb For Laying Of 1400 Mm Dia Pipe At Uthandi From Km 25/350 To 25/800 (Rhs) Of East Coast Road (Ecr)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation in all classes of soils and sub soils to full depth or as may be directed except in rockrequiring blasting inclusive of shoringstrutting, bailing out water wherever necessary and disposal ofthe excavated earth with a lead of 5 Km from site etc. complete complying with standard specifications of clause 304 of MoRTH and as directed by the Engineer in charge |
| 2 | Formation of sub gradewith approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by power roller to achieve 100% compactionto meet the requirement of Table 300-2 of MORT &Hspecification |
| 3 | Construction of granular sub-base by providing close graded Material as per Grading-3 (Table 400-1), 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 etc., complete as per clause 401 of MoRTH |
| 4 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ 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 as per clause 406 of MORTH |
| 5 | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 |
| 6 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH |
| 7 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam as per design mix using VG30 bitumen for premixing 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 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory / Pneumatic rollers and all other tools and plant required, includingall other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH |
| 8 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH |
| 9 | Providing and laying Bituminous Concrete to 40 mm thick as per design mix usingVG30 bitumen for premixing 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 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc. including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory / Pneumatic roller and all other tools and plant required, includingall other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH |
| 10 | Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including reflecting glass beads @ 250 gms per sqm area, thickness is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, with all lifts and leads etccomplete as per MoRT &H Technical specification clause No.803 |
| 11 | Painting old CC surface with two coats of synthetic enamel paintof approved quality and colour including through scraping, clean removal of dirt etc complete complying with standard specifications and as directed by the engineers incharge for kerb |
| 12 | 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 andreflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-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 notbe less than 15mm, 90mm and 100 mm 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 then values specified in table 2 of said MoRT&H circular. The strength of detachment of integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500kg f. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers 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 |
AI Tender Summary
Tender Timeline
Jan 05, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 19, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 20, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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