Tender For Providing Link Road Towards New Wharf Connecting Existing Road At Cuddalore Port.
Tender Value
2.77 Crore
Estimated cost
Bid Submission
02 Jan 2025
0 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
1
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
cuddalore → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Link Road Towards New Wharf Connecting Existing Road At Cuddalore Port.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 2 | Procurement and supply of hard granite stone of size 1 to 50 Kg near Wharf including dumping, laying with bedding layer and as per National Building Code and shore protection manual, the rate includes cost of materials at site, dumping, laying in position of require level slope as per instruction of department Engineers hire charges for all machineries, tools & plants and all other incidental charges required, all as per instruction of departmental Engineers etc. complete. The density of stone not less than 2.65 MT / Cum. All as per shore protection manual. This rate is inclusive of seignorage charges to be paid to the mines department and charges of weighment, stone laying sectioning and finishing with necessary equipment and devices and hire and operational charges of tools and plants etc., complete. (The payment shall be made on weight basis) |
| 3 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 4 | Plain Cement Concrete 1:4:8 using 40mm ISS size HBG metal form approved quarry including cost and conveyance of all materials to worksite, including labour for mixing, laying the concrete with good water and compacting the concrete including charges for form work and all other incidental charges etc., complete as per Specifications. |
| 5 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 6 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 7 | Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) |
| 8 | Supplying and fixing in position of tar felt of 12mm thick of ISI Standard approved quality for expansion joints as directed by the departmental officers |
| 9 | Engaging JCB for levelling the adjoining portion of wharf for smooth approach including the hire charges of JCB all as per Board Engineers instruction etc., complete |
| 10 | 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 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 not be less than 15 mm, 90 mm 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 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 500 Kgf. 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 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 |
AI Tender Summary
Tender Timeline
Dec 19, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJan 02, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender