Tender For Dismantling 60M Gbt At Mundalamuru (Prakasam Dist) And Providing Foundation And Erection Of The Same Including Horizontal Gantry At Gmt Office, Guntur.
Tender Value
17.20 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
5 days left
EMD
34410
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Guntur → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Dismantling 60M Gbt At Mundalamuru (Prakasam Dist) And Providing Foundation And Erection Of The Same Including Horizontal Gantry At Gmt Office, Guntur.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Filling good earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 7 | All kinds of soil. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 9 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 10 | 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 18 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | 12 mm cement plaster of mix : |
| 20 | 1:6 (1 cement: 6 coarse sand) |
| 21 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 22 | 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). |
| 23 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 24 | 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.. In cement mortar |
| 25 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 26 | Supplying and stacking at site. |
| 27 | Moorum. |
| 28 | Demolishing heavy/dense R.C.C. work by manually/mechanical means related to tower stems/ columns and pedastals by using power driller including stacking of unserviceable materials etc., complete. |
| 29 | Dismantling of 60 M three legged tubular narrow tower (of weight upto 22000 Kgs) at Mundalamuru in Prakasam district (Existing cell site) components viz, tubular,angular legs, bracings,plates ,pipes, gantry , climbing ladder,safety rings, platforms with railing, horizontal and vertical gantry, bolts, nuts, plain and spring washers and any steel work related to the cell site including sorting, stacking of the material at site, marking on sections and listing of all sections for handover etc complete as per the directions of the Engineer - in - charge. ( Note: Rate includes cost of all operations involved in dismantling of tower including hire and labour charges of tools, plants, machineries and all necessary insurance , safety provision, sorting of tower material etc., all complete and nothing extra will be paid). |
| 30 | Dismantling of lightening conductor, aviation lamp fittings,Antennae fixtures etc., complete as per the directions of Engineer-in-charge. (Stacking and packing the same to avoid damage during transportation) |
| 31 | Rebate for taking away unserviceable steel material recovered from tower during dismantling of tower stems, tie beams as per the directions of the Engineer -in-charge. |
| 32 | Labour charges for orienting and fixing assembly of 16 nos -25 mm dia anchor bolts in each of the 3 legs /pedastals of 60m height tower with the help of template, base plate and other base arrangements . A total of 48 numbers anchor bolts shall be oriented and fixed for each tower as per drawings of Genetic requirements No OBER/TOWER-012 REVO. dated 02.11.1994 of Telecom factory, Jabalpur. Rate includes cost of necessary scaffolding arrangement etc all complete as directed by the Engineer -in-charge (Base plate and Anchor bolts will be supplied by the Department) |
| 33 | Labour for hoisting fixing and erection of 60 mtrs height Ground based structural Steel Tower as per approved Generic requirements No.OBER/TOWER-ERECTION.REVO.dated 02.11.1994 of Telecom factory, Jabalpur. with all its necessary components Viztubular, angular,climbing ladder, platforms with railing and fixing with bolts, nuts, plain and spring washers. Cost includes necessary welding and alteration of any mismatching holes to the members pertaining to the one lot only wherever required and executable at site without transporting to lathe etc., complete in all respect as per direction of the Engineer -in-charge (NOTE:Rate includes cost of all operations involved in hoisting and erection of tower except gantry and including hire, labour charges of tools, plants and machinerires, all insurance, safety provision , acceptance testing etc all complete and nothing extra will be paid) Tower material shall be supplied by department at site in one lot with all good condition and no major repair like straightening of angles and sections are not considered. (Weight upto 22400 kg) |
| 34 | Applying priming coat with one coat of Etch primer (BISON wash primer or equivalent) approved brand and manufacture for 40m tower (weight upto 22.00 MT). |
| 35 | Applying priming coat with one coat of BISON HB Zinc Phosphate primer or equivalent of approved brand and manufacture for 40m tower (weight upto 22.00 MT) |
| 36 | Painting with High gloss synthetic enamel paint of approved brand and manufacture to give an even shade for 40m tower (weight upto 10.50MT). a) Two or more coats on new work. |
| 37 | Supplying and fixing at site high tensile strength galvanised iron bolts, nuts, washers and spring washers of required size etc., complete all as directed by the Engineer in charge |
| 38 | Making and supplying at site EN Garde 8 of M.S.anchor bolts of 32mm dia and of required length conforming to IS:2062 threaded at top up to 150mm length and welded with lugs of 100mmx100mmx10mm thick M.S.pale at 50mm above the bottom including suitable hexagonal nuts 2nos and M.S.washers on each bolt etc.complete as directed by the Engineer in charge. |
| 39 | Galvanishing M.S. anchor bolts of 32mm dia for a length of 30cm from the screwed end(Threaded portion) including galvanizing of necessary bolts, nuts, washers and check nuts including conveyance to galvanizing plant and plant to to site etc complete as directed by the Engineer in charge. |
| 40 | Rearrangement of existing gantry material to match to the proposed BTS location including cost of cutting, arrangement of welding plant at site including transportation, handling and fixing in position etc., all complete as directed by the Engineer in charge. |
| 41 | Structural steel work reveted, bolted or welded in build up sections, trusses and framed work, including cutting hoisting, fixing in position with galvanized steel sections consisting of Angles , flats, plates fabricated as per approved drawings in gratings, frames, raillings, cable trays, ladders, and similar locations , The galvanizing shall be as per IS 4759 with average mass of zinc coating of 610 gm/Sqm (approximately 85 micron) . The steel sections shall be of M.S grade 'A' as per IS 2062. Cost of galvanization is inclusive. The payment shall be made as per the standard structural steel tables/actual weight whichever is less for the bare steel sectional weights. All compete as directed by the Engineer -in-charge. |
| 42 | Painting two or more coats with high gloss syntetic enamel paint of approved brand and colour over one coat of Eitch primer (BISION wash primer or equivaent) and second coat of BISON HB Zinc phosphate primer or equivalent of approved brand and colour to give an even shade to additional steel section /members/builtup assembly such as Horizontal gantry posts at any height etc complete. |
| 43 | Structural steel work reveted, bolted or welded in build up sections, trusses and framed work, including cutting hoisting, fixing in position with galvanized steel sections consisting of Angles , flats, plates fabricated as per approved drawings in gratings, frames, raillings, cable trays, ladders, and similar locations , The galvanizing shall be as per IS 4759 with average mass of zinc coating of 610 gm/Sqm (approximately 85 micron) . The steel sections shall be of M.S grade 'A' as per IS 2062. Cost of galvanization is inclusive. The payment shall be made as per the standard structural steel tables/actual weight whichever is less for the bare steel sectional weights. All compete as directed by the Engineer -in-charge. |
| 44 | With in the lead of 20.00km |
| 45 | Extra over above item for transportation beyond the lead of 80.00km Please Enable Macros to View BoQ information Compatibility Report for BoQ Fin Bid Lift Work VJ 25.09.2024.xls Run on 25-09-2024 15:08 The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format. Significant loss of functionality # of occurrences Any effects on this object will be removed. Any text that overflows the boundaries of this graphic will appear clipped. 3.0 'BoQ1'!1:64 Minor loss of fidelity Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned. 5Defined Names Some cells or styles in this workbook contain formatting that is not supported by the selected file format. These formats will be converted to the closest format available. 14.0 |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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