Tender For Erection Of 40Mtr Ground Based Tower Including Construction Of Foundation, Painting, Earthing And Fencing At Maranchery (Rp Id 00620) Under Malappuram Ba
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Oct 2026
8 days left
EMD
35107
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Malappuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Erection Of 40Mtr Ground Based Tower Including Construction Of Foundation, Painting, Earthing And Fencing At Maranchery (Rp Id 00620) Under Malappuram Ba
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Ordinary rock |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 5 | All kinds of soil |
| 6 | Ordinary or hard rock |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 metre and lift up to 1.5 metre. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : |
| 9 | 1:4:8 (1 cement : 4 M sand : 8 graded stone aggregate 40mm nominal size) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work up to plinth level : |
| 11 | 1:1.5:3 (1 cement:1.5 M sand:3 graded stone aggregate 20mm nominal size) |
| 12 | Centring and shuttering including strutting, propping etc. and removal of form for: |
| 13 | Foundation, footings, bases of columns etc. for mass concrete |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers. |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Reinforcement for reinforced cement concrete works including straightening, cutting, bending, binding and placing in position all complete. |
| 17 | Thermo Mechanically Treated Bars |
| 18 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 M sand) |
| 19 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level (a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | 12 mm cement plaster of mix : (a) 1:6 (1 cement: 6 M sand) |
| 21 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 23 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : |
| 24 | Flush/ Ruled pointing |
| 25 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 26 | In cement mortar |
| 27 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 28 | In cement mortar |
| 29 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of |
| 30 | Asbestos Cement Sheet |
| 31 | Supplying new Galvanized iron bolts, nuts and washers for fastening the 40 M narrow based tower (for missing bolts, nuts etc.) |
| 32 | Erection of four legged ground based ( light weight) 40 m high communication tower after segregation/sorting of the tower materials as per erection drawing. |
| 33 | Re-Painting the 40 metre ground based tower, including ladder, cable tray, working platforms, etc. ,after scrapping the old paint surface by sand papering, with Luxol or equivalent high gloss synthetic enamel paint in two or more coats of required colour of deep orange and white in alternate bands to give an even shade over One coat of Etch primer and Zinc chromate yellow primer as per aviation standards for tower as directed by Engineer-in-charge. |
| 34 | Providing and fixing in position structural steel work with galvanized steel sections - tees, angles, flats, channels including bolts, nuts of specified grade etc. welded in built up sections/frames etc. including cutting, making holes, hoisting, fixing in position etc. all complete. |
| 35 | Providing G I strips of size 50x3 mm one end connected to the tower leg with G I bolts and nuts [with lead sheath in between] including providing and connecting the legs at the bottom of tower and the other end shall be connected to the G I plate earth/ring earth with G I bolts and nuts [with lead sheath in between] including clamping the down lead flat to walls/stems without any sharp bends using necessary clamps and screws as directed by the Engineer-in-Charge. (All joints should be covered by Shalimar or equivalent water proof tape and made air tight) |
| 36 | Providing GI plate earth including excavation of pit of size 1500x1500x 3000mm 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 connect the plates with 50x3 mm GI strips with 2 no.s 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 interconnect the pipe at minimum two sides with connecting flat of the GI plates with GI flat of size 50x3mm with GI bolts and nuts and fill the pit up to a 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 providing precast RCC rings 300mm dia 450mm height and 50mm thick with reinforcements and cover slab of 300mm dia 50mm thick for earth chamber etc. and levelling the surplus excavated earth as directed by the Engineer in Charge. |
| 37 | Providing and fixing copper lightning conductor of 1500mm length, 25mm dia hollow tube of wall thickness not less than 1.6mm including tinning the bottom portion of the spike for a length not less than 150mm (lightning conductor to be fixed at the top of the tower) and connecting the copper bus bar to the lightening arrester using 2 Nos.10mm dia brass bolts and nuts all complete as directed by the Engineer-in-charge. |
| 38 | Providing GI bus bar of 50 x 3 mm connected to the tinned bottom portion of lightning conductor and to the ring earth/plate earth with 2 no.s of 10 mm dia GI nuts & bolts [with lead sheath in between] at each connection. The bus bar shall be drawn through heat shrink sleeve and shall be shrunk properly. The bus bar shall be clamped to the tower/ building walls at uniform interval of 1.5 Mt.. using proper GI clamps and ceramic insulators such that the bus bar shall be well insulated from the tower building walls all complete as directed by the Engineer-in-charge. (All joints should be covered by Shalimar or equivalent water proof tape and made air tight) |
| 39 | Supplying and Fixing Mild Steel Anchor Bolts of Required Diameter and Length ( Diameter Varying from 16mm to 32mm) for Tower Foundation including Making Steel Templates with Necessary Holes to suit the Diameter of the Anchor Bolts including Mechanical threading to the top 15 centimetre length of Bolts, welding with necessary MS Plates at the bottom of independent anchor bolts ,etc. complete .The Anchor Bolts and Template shall be fixed to line and Level keeping the Centre to Centre Distance in tact ,inside the Centring and shuttering of the Tower Beams Before doing concreting of Tower Foundation. (The Rate includes the cost of all Labour involved in the above process of operation inclusive Materials, Transportation and Fixing Charges and Nothing Extra shall be Paid) |
| 40 | Providing ring earth by excavating trench of width 500 mm and depth 1200 mm and using GI flats of size 50x3 mm and joining this with plate earth at the corners with 2 nos. of 10 mm dia GI bolts and nuts with necessary spring, washers including 1 to 3 mm thick lead in between the joining members, refilling the trenches with excavated soil free from stones and disposal of surplus soil within 5 km lead etc. all complete as directed by the Engineer -in -charge |
| 41 | Steel work for making template of tower base for future installation with MS plate and angle sections including making necessary holes providing with nuts and bolts etc. complete as per the direction of Engineer in charge. |
| 42 | Disposal of debris / building rubbish etc. through mechanical transport to the Municipality/Panchayath approved dumping yards including loading, unloading and levelling the site etc. complete. |
| 43 | Credit for unserviceable scrap steel reinforcement, angles, GI flats, M.S. pipes etc. recovered from the dismantling etc. complete |
| 44 | Credit for the recovered usable RR stones ( assuming 60 % of total volume can be reused) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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