Communications and Information Technology Government Departments Closing in 5 days TDR #56941928

Tender For Providing Foundation And Erection Of 40M Ground Narrow Based Light Weight Tower Including Horizontal Gantry And Od Bts/Ea Bed At Chinganjam, Prakasam District.

Issued by Government Departments · Prakasam, Andhra Pradesh
Tender Value
20.23 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
5 days left
EMD
40470
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Prakasam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Providing Foundation And Erection Of 40M Ground Narrow Based Light Weight Tower Including Horizontal Gantry And Od Bts/Ea Bed At Chinganjam, Prakasam District.

BOQ

Name of Work:- Providing foundation and erection of 40M Ground Narrow based light weight tower including horizontal gantry and OD BTS/EA BED at Chinganjam, Prakasam District.
Sl. No. Item Description
1Earth 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.
2All kinds of soil
3Earth 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.
4All kinds of soil.
5Extra rates for quantities of works, executed:Extra rates for quantities of works, executed:
6In or under water and/or liquid mud, inculding pumping out water as required.
7Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
8Ordinary rock
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
101:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size)
111:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size).
12Providing 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 :
131:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
14Centering and shuttering including strutting, propping etc. and removal of form for :
15Foundations, footings, bases of columns, etc. for mass concrete
16Lintels, beams, plinth beams, girders, bressumers and cantilevers
17Columns, Pillars, Piers, Abutments, Posts and Struts
18Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
19Thermo-Mechanically Treated bars of grade Fe-500D or more.
20Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
21Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
22Cement mortar 1:4 (1 cement : 4 coarse sand)
23Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
24Cement mortar 1:4 (1 cement : 4 coarse sand)
2512 mm cement plaster of mix :
261:6 (1 cement: 6 coarse sand)
27Finishing walls with Acrylic Smooth exterior paint of required shade :
28New 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).
29Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap):
30300 mm dia piles
31Labour charges for orienting and fixing assembly of 9 nos -32 mm dia anchor bolts in each of the 4 legs /pedastals of tower with the help of template, base plate and other base arrangements . A total of 36 numbers anchor bolts shall be oriented and fixed for each tower as per drawings of Genetic requirements No GR TWR- 04/01 Dec. 2000. 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)
32Sorting of tower material at stores or site required for erection of 40 m GB Tower in orderely manner as per bill of materials / erection drawings No. GR TWR-04/01 Dec. 2000 from a lot of material of one tower and listing out the missing material, if any complete as directed by the Engineer-in-Charge. (Payment under this item shall be made only once for a tower material).
33Labour for hoisting fixing and erection of 40 mtrs height Ground based structural Steel Tower as per approved Generic requirements No.GR TWR-04/01 Dec. 2000 along with emendment dt. 29.06.2005 with all its necessary components Viz 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 10.50 MT) (Rs. 10,000/- will be with held for acceptance of AT and will be released after completion of AT).
34Applying priming coat with one coat of Etch primer (BISON wash primer or equivalent) approved brand and manufacture for 40m tower (weight upto 10.50MT).
35Applying priming coat with one coat of BISON HB Zinc Phosphate primer or equivalent of approved brand and manufacture for 40m tower (weight upto 10.50MT)
36Painting 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.
37Supplying 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
38Making 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.
39Galvanishing 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.
40Structural 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.
41Painting 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.
42\\"Mechanical transportation of tower members comprising MS angles, flats, plates, pipes nuts and bolts etc., of varying sizes and lengths from BTS loaction in Boddikurapadu in Prakasam district to the proposed tower site at Dachepalli. The entire lot of tower members shall be transported in a single lot. The job includes cost of collection of all members in one single lot with required lead, loading and unloading and depositing the tower members at the desired location at cell tower site at Dachepalli IMPCS site etc., as per the directions of Engineer-in-Charge.
43With in the lead of 20.00km
44Extra over above item for transportation beyond the lead of 20.00km 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

OUR REF NO 56941928
AUTHORITY Government Departments
TENDER VALUE 20.23 Lakhs
LAST DATE 20-08-2026
Authority
Authority Name Bharat Sanchar Nigam Limited
Work Description Tender for Providing Foundation And Erection Of 40M Ground Narrow Based Light Weight Tower Including Horizontal Gantry And Od Bts/Ea Bed At Chinganjam, Prakasam District.
Basic Detail
Tender No NIT. No.14/BSNL-CDV/2026-27
Bidding Type Tender
Location
City Prakasam
State Andhra Pradesh
Key Dates
Publish Date 11 Aug 2026
Submission Date 20 Aug 2026
Open Date 22 Aug 2026
Finance
Tender Value 20.23 Lakhs
Tender Fee 590
EMD 40470
Exemption Available
Document List
7a6a6988-0258-46f3-bb1b-3220579a7fce.html
BoQRamayyapatnam.xls
Tendernotice_1 (7).pdf

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Tender Timeline

Aug 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Aug 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
html

7a6a6988-0258-46f3-bb1b-3220579a7fce.html

xls

BoQRamayyapatnam.xls

pdf

Tendernotice_1 (7).pdf

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