Tender For Providing Foundation For 40 Metre Ground Based Bhilai Type Tower Including Erection, Earthing, Providing Engine And Bts Beds In Government Medical College Premises At Kallakurichi
Tender Value
13.72 Lakhs
Estimated cost
Bid Submission
19 Sep 2026
7 days left
EMD
27500
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kallakurichi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Foundation For 40 Metre Ground Based Bhilai Type Tower Including Erection, Earthing, Providing Engine And Bts Beds In Government Medical College Premises At Kallakurichi
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. |
| 2 | a) All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 4 | a) All kinds of soil . |
| 5 | Filling available earth ( excluding rock etc ) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 metre and lift upto 1.5 metre . |
| 6 | Extra for every additional lift of 1.5 m or part thereof in :- |
| 7 | a) All kinds of soil . |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : |
| 9 | a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | b) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for:- |
| 12 | a) Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering finishing and reinforcement - all work upto plinth level: |
| 15 | a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | Reinforcement for reinforced cement concrete works including straightening, cutting, bending, binding and placing in position all complete:-( BIS approved secondary producers)Steel of main producers like SAIL,RINL,VIZAG,Etc. |
| 17 | a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 20 | a) Cement mortar 1 : 6 ( 1 cement : 6 coarse sand ) . |
| 21 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in : |
| 22 | a) Cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) . |
| 23 | 12 mm cement plaster of mix : |
| 24 | a) 1 : 6 (1 cement : 6 fine sand). |
| 25 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 26 | a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 27 | Supplying anchor bolts made up of EN8 steel of 32mm dia, 1.00m long with threaded top for 15cm height, and 8mm thick plate of size 10cmx10cm welded at bottom including required washers, nuts and check nuts etc all complete as per the direction of Engineer-in-charge. |
| 28 | Transportation of template set arrangement (Approximately weighing 200 Kg) from the place specified by the Engineer in charge from store yard to the tower site including loading unloading and incidental charges. |
| 29 | a) Upto 160 Km distance |
| 30 | Fixing Anchor bolts of size up to 32mm dia and 1.00 metre long in position as per drawing including necessary scaffolding arrangements using template excluding transportation etc., as directed by the Engineer-in-Charge. |
| 31 | Transportation of tower materials of Weight Upto 9500.00 Kgs from store yard at Vellore, to the tower site at Kallakurichi including sorting out of materials & verfication of materials as per checklist at store depot / site, loading and unloading including handling charge etc. lead upto 160 Km all complete as directed by the Engineer-in- Charge. |
| 32 | Erection of 40 Metre tower materials upto 9500.00 Kgs including necessary sorting out of materials at site as per checklist and tightening of bolts and nuts, washers etc. as per the requirement of Indian standard codes, torque checking etc. complete as directed by the Engineer- in- Charge. |
| 33 | Supplying at site the M. S Galvanised tower materials with average mass of Zinc coating of 610 gms/sqm (ie approximately 85 microns) consisting of angles, flats, bars bolts and nuts washers etc. , Gusset plates, ladder parts, cable rack, antenna fixture, platform base plate, stiffening plates etc., including labour charges for cutting drilling holes, welding, etc.,as required as per the directions of Engineer-in-Charge. |
| 34 | a) Angles, flats, bars, plates, bolts & nuts washers etc., gusset plates, ladders parts cable rack, antenna fixtures, platform, base plate and stiffening plates. |
| 35 | b) GI Bolts Nuts with Plate and Spring Washers |
| 36 | Providing gantry with galvanized M.S. angles, flats, channels, tees, pipes including cutting, drilling, welding, revetting, bolting, hoisting and fixing in position including embedding in cement concrete 1 : 2: 4 (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) bed of required size including necessary excavation making good the walls etc. all complete as directed by Engineer -in-charge and also Painting with Luxol or equivalent high gloss synthetic enamel paint in two or more coats including a base coat of approved primer (Zinc phosphateor Zinc chromate or equivalent) over Etch primer to suit the site condition and required color and even shade.(The earth work excavation and bed concrete shall be paid for separately) |
| 37 | Providing GI plate earth including excavation of pit of size 2000x2000x3000mm depth in all kinds of soil and placing four numbers of GI plates of size 600x600x6 mm thick vertically at diagonally opposite ends in the excavated pit and inter connecting the plates with 50x3 mm GI strips with 2 Nos of GI bolts and nuts of 10mm dia at each connection and placing galvanized iron pipe of 50mm dia and 3000mm length at the centre of the GI plate grid and interconnecting the pipe at minimum two sides with connecting flat of the GI plates with GI flat of size 50x3mm depth of 650mm with charcoal of 20mm nominal size and the remaining portion of pit shall be filled with loose soil free from stones and wet the entire soil with water and cover the pit with 600x600x50mm thick with GI bolts and nuts and fill the pit up to a precast reinforced concrete slab having 75mm dia hole at the centre to pass the GI pipe and constructing a chamber of :- |
| 38 | a) Internal size not less than 280x280x250mm with half brick wall including fixing CI manhole cover of size 300x300mm of weight not less than 7.2kg.(cover & frame) and plastering the chamber on all sides with cement mortar 1:4 of 12mm thick (1 cement:4 fine sand) and including disposal of surplus excavated earth if any within a distance of 5km lead as directed by the Engineer-in-charge. |
| 39 | Providing GI strips of size 50x3 mm one end connected to the lower leg with GI bolts and nuts including providing and connecting all-round the four legs at the bottom of tower and the other end shall be connected to the GI plate earth/ring earth with GI bolts and nuts including clamping the down lead flat to walls/stems without any sharp bends using necessary clamps and screws as directed by Engineer-in-charge. |
| 40 | Providing ring earth including necessary provision for connecting Earthing for aviation lamp including excavation of trench of size 500x1000mm depth and laying GI flats of size 50x3mm and jointing flats with plate earth vide item No.24 above and jointing at corners with 2 Nos. of 10mm dia GI bolts and nuts with necessary spring washers and refilling the trenches with the excavated soil free from stones and disposal of surplus soil within 5 km lead as per the direction of the Engineer-in-charge. |
| 41 | Painting the tower materials of weight upto 9500.00 Kg with Luxol or equivalent high gloss synthetic enamel paint in two or more coats including a base coat of approved primer (Zinc phosphateor Zinc chromate or equivalent) to suit the site condition and required color and even shade. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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