Defence Statutory Bodies & Commissions/Committees Closing in 20 days TDR #56428625

Tender For Demolition Of Existing Wall And Construction Of Reinforced Cement Concrete Perimeter Wall At Nofra-I From Near Airport Road Corner Towards Asha Dongre Area Under Ge Gomantak Vasco

Issued by Statutory Bodies & Commissions/Committees · goa, Goa
Tender Value
38.51 Lakhs
Estimated cost
Bid Submission
03 Aug 2026
20 days left
EMD
77020
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Demolition Of Existing Wall And Construction Of Reinforced Cement Concrete Perimeter Wall At Nofra-I From Near Airport Road Corner Towards Asha Dongre Area Under Ge Gomantak Vasco

BOQ

Name of Work:- Demolition of existing wall and construction of RCC perimeter wall at NOFRA-I from near airport road corner towards Asha Dongre area under GE Gomantak Vasco
Sl. No. Item Description
1Demolition of Brick Work/ stone work / concrete block wall built in Cement Mortar including all quoins, arches, pillars, etc. of any descriptions, complete all as specified and as directed.
2Demolition of un reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
3Dismantling posts or struts (RCC or steel) embedded in cement concrete, brick work, masonary etc. any section including taking out embedded portion and making good disturbed ground with earth as directed.
4Dismantling of wooden or bamboo post fencing in any size/ section and fixed woth wooden balli, fillets, rails, post etc. including taking out embedded portion and making good disturbed ground with earth as directed.
5Excavation over areas n.exc 1.50 m deep and getting out in soft/ disintegrated rock complete all as specified and directed.
6Excavation in trenches in soft/disintegrated rock, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out complete all as specified and as directed.
7Returning filling in including spreading levelling, watering and well ramming in layers n.exc 25 cm thick in any type of soil/rock complete all as specified and directed.
8Removing excavated material (Soils/Rock) to a distance exceeding 1.5 Km but not exceeding 5 Km and depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed.
9M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed.
10M&L for RCC M-30 Design mix (using 20 mm graded stone aggregate) as in footing, foundation beams, plinth beams, bases of columns etc. complete all as specified and directed.
11M&L for RCC M-30 (using 20 mm graded stone aggregate) as in walls, retaining wall, basement walls, ballast walls and the like of any thickness above top of footingh including attached pilasters and buttresses and making necessary weep holes complete all as specified and directed.
12M&L for RCC M-30 Design Mix (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed.
13M&L for RCC M-30 Design Mix (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and directed.
14Use and waste of form work to flat walls, retaining wall, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter flat for fair finished surface of concrete complete all as specified and directed.
15Use and waste formwork to sides and soffits of floor or roof beams, beam haunchings, lintels including supports, etc. also splays between floors and beams, etc. for fair finished surfaces of concrete complete all as specified and directed.
16Use and waste of form work to flat sides of concrete foundation footing, bases of columns raft and raft beams sides and soffits of foundation and plinth beams and similar work vertical or to batter for fair finished surface of concrete complete all as specified and directed.
17Use and waste form work to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surfaces of concrete complete all as specified and directed.
18M&L for mild steel TMT CRS bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed.
19M&L for mild steel TMT CRS bars 5 mm dia and over in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.
20M&L for mild steel work as in posts and struts in fencing or gates, flat iron fillets, angle iron, swan neck including cutting tops to shape, drilling holes, notching for wire etc. conforming to Fe-290 Gde E-165 complete all as specified and directed.
21M&L for precast cement concrete block masonry, type C-1 (1:3:6) (20 mm graded aggregate) with solid blocks, exc 10 cm in width and setting in CM 1:4 complete all as specified and as directed.
22Providing and applying 15 mm thick ready mix external sand faced cement plaster with neat cement rendering at all locations in two coats on masonry (except stone masonry) and concrete surfaces with and including mixing water proofing compound to the first coat of plaster as per manufacturers specification, racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc complete all as specified & directed.
23Material and labour for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489-2004 alkali and fungal resistance, dirt resistance exterior emulsion paint of required shade (Company Depot tinted) with silicon addtitives @ 1.43 litre/10 Sqm over and including priming coat of exterior primer applied @ 0.90 ltr/10 Sqm etc on newly plastered surface of wall including preparation of surface complete all as specified.
24S&F in repair galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. as specified and directed (each line wire to be measured).
25S&F in repair 600 mm dia galvanised iron (GI) concertina coil fabricated with 2.5 mm dia pre-galvanised (260 GSM as per IS 277) coil core and 0.5 mm thick blades galvanised as per IS 4826. The coil shall have a minimum tensile strength of 1300 N/mm2 Blade profile shall confirm to ASTM F 1379 BTO-22, with a blade length of 22 mm and 35 mm center to center distance between blades. Each coil shall have minimum of 56 loops, secured with a minimum of three GI clips per loop complete all as specified and directed.
26M&L for preparation of new or previously untreated steel surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.
27M&L for hand packing (any thickness) at back of retaining walls and raising or lowering to the required level with broken stone/boulders complete all as specified and directed.
28S&F PVC (SWR) pipe 110 mm bore, fixed in cement concrete block masonary wall or RCC wall and in any length complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56428625
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 38.51 Lakhs
LAST DATE 03-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Demolition Of Existing Wall And Construction Of Reinforced Cement Concrete Perimeter Wall At Nofra-I From Near Airport Road Corner Towards Asha Dongre Area Under Ge Gomantak Vasco
Basic Detail
Tender No 8815/E8
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 11 Jul 2026
Submission Date 03 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value 38.51 Lakhs
Tender Fee 500
EMD 77020
Exemption Available
Document List
BOQ_871289.xls
f46bb663-b33a-4711-9422-13e03369ea13.html
tender8815.pdf
Tendernotice_1 (6).pdf

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Tender Timeline

Jul 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 22 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_871289.xls

html

f46bb663-b33a-4711-9422-13e03369ea13.html

pdf

tender8815.pdf

pdf

Tendernotice_1 (6).pdf

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