Tender For Providing Additional Q Line Galvanum Roof Sheet Shed For Devotees In Bus Stand Waiting Hall Back Side At Adivaram Arulmigu Subramaniyaswamy Tirukovil Chennimalai Perundurai Taluk Erode District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Oct 2026
12 days left
EMD
18000
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
Erode → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Providing Additional Q Line Galvanum Roof Sheet Shed For Devotees In Bus Stand Waiting Hall Back Side At Adivaram Arulmigu Subramaniyaswamy Tirukovil Chennimalai Perundurai Taluk Erode District
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork excavation for foundation in all soils and sub soils and to full depth as may be directed except in, Hard rock requiring blasting, but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed watered consolidated and depositing the surplus earth within the compound in places as shown by the departmental officers with an initial lead, and lift etc., complete complying with standard specifications. ( Narrow foundation) |
| 2 | Plain cement concrete 1:5:10 mix (one part of cement,Five parts of sand and Ten parts of 40 mm hard blue granite metal by volume) for leveling course in foundation bailing out water if necessary, ramming, consoli dating, curing etc., cost and conveyance of all materials complete in all respects complying with the relevant standard specifications, including at all leads & depths inside the Works. |
| 3 | Supplying and filling in foundation and basement with M sad in layers of not more than 15cm.thick well rammed watered and compactedetc., complete complying with standard specification. |
| 4 | Brick work in Cement Mortar 1:6 using best quality Bricks II class ground moulded chamber burnt bricks of size 9\\" x 4-3/8\\" x 2-3/4\\" for foundation, basement& superstructures including curing etc.,complete complying with standard specification. |
| 5 | Below GL |
| 6 | Above GL |
| 7 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener,side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). Data No 147 |
| 8 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 9 | Above GL up to 4.50m |
| 10 | Supply and fabricating of steel required for all RCC works involced in the schedule including cost of steel ,cost of fabrication,labour charges for cleaning the rods straightening, cutting, bending,tying grills including over lapping to the required length wheenever necessary and placing reinforcement in position as specified in the drawing including cost of binding wire provision for spacer bar cover blocks and all other incidental charges etc., directed by the departmental officers. |
| 11 | Providing and erecting Steel rectangular Hollow section column using 100 mm x100x4.80mm with height of 3.95 m above GL and 0.75m below GL at left& right side The steel column should be embaded over concrete column top with steel baseplate of size450x450x16mm. The base plate should be drilled in eight holes of 27mm dia should be fixed in 24mm dia anchor bolt to a length of 600mm, laid in concrete500mm, balance 150mm should be machine thread. the top of anchor rod closed with 24mm dia hexagonal net with lock net with double washer. The top oc column coverd with cap plate of size 450x450x16mm and the base plate should be drilled in eight holes of 22mm dia should be fixed in 20 mm dia anchor bolt. The cap cover plate should be placed with stiffner plate of size 150x125mmx8mm tk as per drawing. All steel fabrication works & All welding works are strictly followed in IS code as mention in the approved drawing. The cost includes cost of all materials, process charges like gas cutting, welding, machining, scaffolding charges, labour charges for dismantling, loading, lifting, unloading, transport, erection, labour charges for equipments like crane, chain pulley block, power charges from generator, risk allowance for working at a height of more than 3m, conveyance to site and clearing them after completion of work complete and as directed by the departmental officers |
| 12 | Providing and erecting Steel Tie member using Retangular Hollow section 75x75x4.9mm bottom ,The steel arch made with 76.10 mm dia circular hollow steel pipe tk 4.9mm the middle rigge Steel RHS 145x82x4.80mm both side bracing and vertical strut are with steel RHS 122x62x3.8mm @every 2.75m c/c . All purlin in steel RHS 80x40x3.6mm in 2.00m c/c The tie member should be fixed in steel column with steel baseplate of size300x250x16mm. The base plate should be drilled in four holes of 18 mm dia should be fixed in 16mm dia bolt grade 8.8 . as per drawing. All steel fabrication works & All welding works are strictly followed in IS code as mention in the approved drawing. The cost includes cost of all materials, process charges like gas cutting, welding, machining, scaffolding charges, labour charges for dismantling, loading, lifting, unloading, transport, erection, labour charges for equipments like crane, chain pulley block, power charges from generator, risk allowance for working at a height of more than 3m, conveyance to site and clearing them after completion of work complete and as directed by the departmental officers |
| 13 | Supplying and fixing Colour galvanum sheet roof of 0.47mm thick for car shed Leant roof porion & Middle portion four side slope roof porion over steel hollow section including J bold and washer necessary fixing arranements The cost includes cost of all materials, process charges like cutting, scaffolding charges, transport, erection, labour charges for equipments like crane, risk allowance for working at a height of more than 3m, conveyance to site and clearing them after completion of work complete and as directed by the departmental officers |
| 14 | Painting new iron works such as All steel member as per bill qty with two coats of best approved first quality and colour of synthetic enamel paint over one coat of red oxide priming coat in all steel components including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 15 | Floor Finish with cement mortar 1:3 (One cement and three sand) 12mm thick in all floors complying with standard specifications and as directed by the departmental officers. |
| 16 | Plastering with cement mortar 1:5 (One cement and five sand) 12mm thick in all floors complying with standard specifications and as directed by the departmental officers. |
| 17 | GST Amount for providing Service to Government Contract Works for the above works at 18%(9%+9%). {GST Amount is the Total GST Amount for overall quoted amount} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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