Defence Statutory Bodies & Commissions/Committees Closing in 9 days TDR #56523283

Tender For Special Repair To Compound Wall And Area Drainage Near Building No P-187 And Provision Of Hardstanding With Chequered Tiles Near Bldg No P-3 At Navy Park Under Ge Haddo, Port Blair.

Issued by Statutory Bodies & Commissions/Committees · South Andamans, Andaman And Nicobar Islands
Tender Value
43.81 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
9 days left
EMD
88000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Special Repair To Compound Wall And Area Drainage Near Building No P-187 And Provision Of Hardstanding With Chequered Tiles Near Bldg No P-3 At Navy Park Under Ge Haddo, Port Blair.

BOQ

Name of Work:- SPECIAL REPAIR TO COMPOUND WALL AND AREA DRAINAGE NEAR BUILDING NO P-187 AND PROVISION OF HARDSTANDING WITH CHEQUERED TILES NEAR BLDG NO P-3 AT NAVY PARK UNDER GE HADDO, PORT BLAIR.
Sl. No. Item Description
1Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed
2Removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed
3Demolition of precast cement concrete block walling built in CM or cement lime Mortar complete all as specified and as directed
4M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed
5M&L precast cement concrete block masonry exc 10 cm width with solid block PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) and setting in cement mortar 1:4 all as specified
6M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in coping including necessary form work complete all as specified
7M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in surface channel or drain or benching in manhole including necessary formwork complete all as specified and directed
8M&L for 10mm thick plaster in CM (1:4) on fair faces of concrete/PCC block surfaces of walls finished even and fair (without using extra cement) all as specified.
9M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed
10Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed
11S&F framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar works conforming to Fe-290, Gde-E-165 all as specified and as directed
12M&L for providing precast reinforced cement concrete cover slabs for drain in RCC (1:2:4) B-1, using 20mm graded aggregate set in cement mortar 1:4 complete all as specified and as directed.
13M&L for mild steel TMT bars 10mm 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 0.9mm dia for securing with clips quality conforming to deformed or twisted bars.
14Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demoltion) and in any position not otherwise specifically provided for complete all as specified and directed
15Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed
16M&L for design mix M-30 (using 20mm graded crushed stone aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed
17M&L for design mix M-30 (using 20mm graded crushed stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and directed
18M&L for design mix M-30 (using 20mm graded crushed stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed
19M&L formwork for rough finished flat surface to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter complete all as specified and directed
20M&L formwork for rough finished surface of square, rectangular or triangular surface to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed
21M&L formwork for rough finished flat surface to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs, etc also splays between floors and beams, etc complete all as specified and directed
22M&L for mild steel TMT bars 6mm to 8mm dia, 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 0.9mm dia or securing with clips complete all as specified and directed
23M&L for preparing newly plastered wall surface and 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 paint of required shade (company depot tinted) with silicon additives @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm over new surfaces complete all as specified and directed
24M&L for broken glass coping on top of security wall in cement mortar 1:3 complete all as specified and directed
25M&L for applying two coat of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of any description over 10cm width or girth not otherwise described complete all as specified and directed
26S&F Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing 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 directed
27S&F concertina coil with punched tape 600 mm dia with wire diameter 2.6 mm and razor size 15mmx12mmx0.5mm, spacing of blade 26mm, fixed on angle iron frames over RCC or brick post/wall including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc complete all as specified and as directed. The razor tape should have minimum galvanised coating thickness 12 microns (both side inclusive). The concertina coil should have as per relevant IS and should be hot dip galvanised coated with CLR anticorrosive paint by making diamond shape with the help of dove tail clips (18 SWG) fixed over razor wire with the help of hug ringes (14 SWG) complete all as specified and directed
28Dismantling wrought iron or mild steel work of any description and in any position not otherwise specifically provided for complete all as specified and directed
29Surface excavation n. exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in hard dense soil
30M & L for hardcore of gauge n exc 63 mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface of broken stone or boulders
31M & L for providing 75 mm thick, PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base of floors
32M & L for providing 25 mm thick PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate as in floors finishing the surface of concrete topping even and fair without using extra cement, complete all as specified and as directed
33M&L chequered Cement concrete tiles 30 cmx30cmx 25 mm thick set, jointed and pointed neat cement slurry in floor with grey cement and pigments , incl CM (1: 4) 20 mm thick screed bed all as specified and directed by Engr-in-Charge.
34M&L for 16-18mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win dow-cills, cooking plat forms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admix ture of pigment to match with shade of granite complete all as specified.
35Taking down cement plaster of any description including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed
36S&F framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar works including ornamental and intricate design conforming to Fe-290, Gde-E-165 all as specified and as directed.
37M&L for complete removal of existing treatment on plastered wall surface and 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 & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm complete all as specified and directed Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56523283
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 43.81 Lakhs
LAST DATE 30-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Special Repair To Compound Wall And Area Drainage Near Building No P-187 And Provision Of Hardstanding With Chequered Tiles Near Bldg No P-3 At Navy Park Under Ge Haddo, Port Blair.
Basic Detail
Tender No 8249/E8
Bidding Type Tender
Location
City South Andamans
State Andaman And Nicobar Islands
Key Dates
Publish Date 17 Jul 2026
Submission Date 30 Jul 2026
Open Date 01 Aug 2026
Finance
Tender Value 43.81 Lakhs
Tender Fee 500
EMD 88000
Exemption Available
Document List
51acc1d5-0e10-4d8e-bc04-f78050245707.html
8249TENDER.pdf
BOQ_872855.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Aug 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
html

51acc1d5-0e10-4d8e-bc04-f78050245707.html

pdf

8249TENDER.pdf

xls

BOQ_872855.xls

pdf

Tendernotice_1.pdf

Disclaimer

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