Defence Statutory Bodies & Commissions/Committees Closing in 17 days TDR #58130559

Tender For Upkeep And Maintenance To Reinforced Cement Concrete Components Ie. Chajja, Parapet Wall Etc.Including Uprooting Of Plant From Wall/Roof Other Connected B/R Works At Rashi And Rs Colaba Area Under Age B/R Ii (Nw) Navynagar

Issued by Statutory Bodies & Commissions/Committees · Mumbai, Maharashtra
Tender Value
55 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
17 days left
EMD
1.07 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai → Maharashtra
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Upkeep And Maintenance To Reinforced Cement Concrete Components Ie. Chajja, Parapet Wall Etc.Including Uprooting Of Plant From Wall/Roof Other Connected B/R Works At Rashi And Rs Colaba Area Under Age B/R Ii (Nw) Navynagar

BOQ

Name of Work:- UPKEEP AND MAINTENANCE TO RCC COMPONENTS ie. CHAJJA, PARAPET WALL etc.INCLUDING UPROOTING OF PLANT FROM WALL/ROOF OTHER CONNECTED B/R WORKS AT RASHI AND RS COLABA AREA UNDER AGE B/R II (NW) NAVYNAGAR
Sl. No. Item Description
1M&L for chipping, and removing carefully loose plaster by low impact hammer, breaker, with out damaging the structure & cleaning and disposal of debris out side the premises etc,including errection of double steel scafolding, covering with green cloth and all the safety measures/precuations and remove the debrius outside MD land (as per the direction of BMC) complete all as specified and dircted.
2M&L for rendering 20mm thick in CM 1:4 in two coats (15mm thick backing coat and 5mm thick setting coat ) mixed with water proofing compound on other than fair faces of brick work or concrete surfaces , finished with surface even and smooth with out using extra cment complete all as specified and directed. ( WPC shall be measured and paid separately ).
3Demolition of existing roof treatment of anydescription and preparing the surface by cleaning the concrete surface with wire brush and high pressure water jet and ensure free of dust, oil, grease, loose particles vegetation roots and disposal of debris out side the MD Land etc complete all as specified and directed by Engr-in-Charge.
4M&L for Plain cement concrete 1:2:4 type B-0 (using 12.5mm graded stone aggregate) mixed with liquid water proofing compound, and maintaining the slope at the ratio1:30 . complete all as specified and directed by Engr-In-Charge. (WPCshall be measured and paid sparately)
5Supply only Liquid water proofing compound.(ISI Marked) complete all as specified and directed.
6M&L for 10mm thick rendering in CM 1:4 with mixed with liquid water proofing compound on fair faces of brick work or on concrete surfaces complete all as specified and directed Engr-In-Charge.(WPC shall be paid sparately)
7M&L for water proofing treatment to RCC roof slab all as specified below and as directed:- ( a) Apply one coat of bitumous primer @ 0.25 Kg/Sqm. (b) Apply a coat of blown type bitumen grade 85/25 heated to working temperature of 180 degree centigrade and applied at 1.20 Kg/Sqm of the surface area. (c) Laying APP polymer modified membrane 4mm thick with non woven polyster reinforcement weighing not less than 4.00 Kg/ Sqm applied by torch application method and inserting membrane on vertical surfaces upto 300 mm height in continuation with floor waterproofing. (d) Apply a coat of blown type bitumen grade 85/25 heated to working temperature of 180 degree centigrade and applied at 1.20 Kg/sqm of the surface area. (e ) Over lapping of Membrane shallbe min 10 cm at transverse direction and 15 cm at on longitudinal direction. (g ) Work shall be carrried out by authorised applicator of water proofing only . Note: Every step shall be written and approved by GE through stage passing register which shall be kept on record.
8M&L for plain cement concrete tiles 25cm x 25cm x22 mm thick with grey cement and no pigment machine pressed, set jointed and pointed in neat cement slurry in roofs , including 15 mm thick screed bed or bedding layer for laying tiles in C:M 1:4 complete all as specified and directed.
9M&L for filleting in any position and to any shape of section area n. exc 25 sqcm in cement sand mortar 1:4 including all mitres, stops etc complete all as specified and directed.
10M&L for Removal of existing affected, distressed, loose cover concrete including loose damaged concrete from all structural members up to beyond the corroded steel reinforcements to a depth of 10 mm minimum behind the reinforcement only at affected concrete (Good & sound concrete should not be chipped / damaged) by chipping / hacking with chisel and hammer or by mechanical means like light weight chisel hammer, etc. for all height as per Technical Specification without causing detrimental effect to any part of the structure and removal and disposal of debris out side MD land including all material, labour, tools, plant and machineries, lead & lifts etc. complete as specified and directed by Engineer-in-charge
11Dismantling structural steel work of any description and in any position all as specified and directed.
12M&L for rolled Mild steel section as in framed work as MS grills 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 work conform to Fe 290 Gde-E-165 & fixed in position complete all as specified and directed.
13M&L for Preparation of new or previously untreated surfaces of steel or steel based materials of any description not other wise described, over 10cm width or girth and applying one coat of red oxide primer and two coat of polyurathane paint (PU), complete all as specified and directed.
14M&L for mild steel work as in hold fasts, wall ties and similar small articles conforming to Fe 290 Gde E-165 complete all as specified and directed.
15M&L Providing PCC 1:3:6, type B1(20mm graded crushed stone aggregate) for hold fasts including neessory form work complete all as specified and directed .
16M&L for Rolled mild steel section, angle framed for brackets cut to shape drilled and counter sunk for screws incl bending welding angles as necessary confirming to Fe-410-0 or Fe-310-0 brackets shall be fixed with 10mm dia 150 mm long ( 04 Nos in each brackets) dash through fastners in concrete or brick work all as specified and directed.
17M&L for rolled mild steel section as in purlin cut to shape including welding to angle iron bracket as necessary cleats complete all as specified and directed.
18Dismantling plain or corrugated steel sheeting, any gauge or thickness incl Nainital or similar pattern in roof coverings complete all as specified and directed.
19M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated corrugated steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor for height of building exceeding 10 metres but not exceeding 20 metres complete all as specified and as directed.
20M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated plain steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor for height of building exceeding 10 metres but not exceeding 20 metres complete all as specified and as directed.
21Demolition of RCC chajjas/facias (Reinforcement cut as reqd to facilitate to demolition) etc with diamond cutter. complete all as specified and directed by Engineer-in-Charge
22M & L for cment concrete 1:2; 4 using 12.5mm graded crushed stone aggregate as in chajja, facia, parapet similar work including form work finished surface even and smooth with out using extra cement complete all as specified and directed.
23M&L for Repairing to the existing RCC structural members (vertical Horhorizontal) using ready mix Micro Concrete of approved brand where the thickness of repair is more than 30 mm and upto115 mm. for carrying out extensive repairs to beams, columns and other structural elements, repairing of structural members subjected to repetitive loading & forJacketing of beams, columns and other structural elements forstrengthening including necessory form work complete all as specified and directed. Bond coat application to be paid separately.
24M&L Opening the seperation cracks at the junction of RCC and masonary where ever directed and instructed in to V grooves 2 inch to 3 inch from the eaither sides of the cracks by carefully marking the areas to be opened up using a cutting machine and skillfully/carefully chiselling with a well sharpened chisel and hammeras directed including wire brushing and washing of concrete substrata and masonry wall with water jet to the surface thus repairsed to the entire satisfaction of Engineer -in-Charge complete all as specified and directed.
25M&L Moistering the cracks providing and applying priming/ bonding coat of slurry made out of polyalk EP and cement (or equivalent as specified in the list of brand names) in proportion 1:1 to surfaces prepared as instructed and directed. Filling the cracks/ grooves by providing and applying Polyalk EP polymer modified cement mortar (or equivalant as specified in the list of brand names) in propotion of 1:5:15 (Polyalk EP : cement: graded sand /quarts sand) on the prepared surface and finishing it in level with the exsisting plaster including hand packing curing and making in the surface similar to the external plastering using wooden floats /punch etc complete as per specified and directed.
26Dismantling floor, hearth or wall tiling incl cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed .
27S & F Coloured glazed ceramic tiles 350x250x7mm /450x350x7mm on vertical surfaces set & jointed in neat cement pste and pointed in white cement mixed with pigment including Rendering 10mm thick in CM 1:4 backing coat to tiles. all as specified and as directed.
28Dismantling of Stone slabs and tiles laid bedded and pointing in any mortar of any description or thickness in floors, aprons skirting/dado etc complete all as specified and directed .
29M&L, for machine cut mirror polished kota stone slab flooring 20-22 mm thick over cement screed bed in CM (1:6) 15 mm thick, & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete all as specified and directed.
30M&L for 18-20 mm thick machine cut mirror polished Granite (of any type) work as in steps, jambs, pillars, cooking platforms, working table, and like over 15 mm thick screed bed or bedding layer in cement mortar (1:6), including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed
31Material & Labour for applying Two 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 over new surfaces. Note : work shall be carried out by authorised applicator only.
32M&L for Welding in repairs n.exc 2.5 cm in length thickness of metal to be welded exceeding 6 mm but not exceeding 9 mm complete all as specified and directed .
33M&L for complete removal of old painted surfaces of steel or steel based materials of any description not other wise described, over 10cm width or girth and applying two coat of polyurathane paint (PU) over a coat of redoxide prime including preperation of surfaces complete all as specified and directed.
34M&L in repairs anodised aluminium sheeting 22 gauge thick fixed as in crumple section incl necessary scaffolding complete all as specified and directed.
35M&L for polishing of old / existing kota stone flooring as per SSR Part I complete all as specified and directed .
36Demolition of brickwork built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc and removing the debris from MD land complete all as specified and directed by Engr-in-Charge.
37M&L brick work with subclass B brick straight or curved on plan exc. 6m mean radius, built in cement mortar 1:6 complete all as specified and directed
38M&L for brick work with subclass B brick straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and directed .
39Taking down of existing FRP chajja 60 cm to 120 cm wide and refixing after repair work with and incl through fastner of adequate size as approved by GE complete all as specified and directed by Engr-in-Charge.
40M & L for providing & fixing of factory made Fibre glass Reinforced Plastic (FRP) \\"chajja\\"- 4mm thick of \\"fibreways\\" brand in required colour, size and with laminated single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by vertically and horizontally MS with 12mm in built hole for grouting on the existing wall along with the flanges duly inserted and sealed in the wall complete in one single piece casted monothically including all necessary fittings. fixed with and incl through fastner of adequate size complete all as specified and directed by Engr-in-Charge.
41Taking down CI soil/waste/vent/rain water pipes including all fittings like shoes bends swan necks etc of any dia complete all as specified and directed ,
42Supply and fix 110 mm dia PVC (SWR) grade pipes, single socketed in any length with rubber ring joints fixed to walls with clamp spacing 1.0 m C/C as mentioned and shown in HQ CE (N) Mumbai zone TD Drg No TD/2023/01 toTD/2023/03 complete all as specified and directed.
43S&F 110mm bore PVC (SWR) bends (any radius) complete all as specified and directed .
44S&F 110mm bore PVC (SWR) branch piece single (single Y/T) equal or unequal complete all as specified and directed .
45Supply and fix 75 mm dia PVC (SWR) grade pipes, single socketed in any length with rubber ring joints fixed to walls with clamp spacing 1.0 m C/C as mentioned and shown in HQ CE (N) Mumbai zone TD Drg No TD/2023/01 toTD/2023/03 complete all as specified and directed.
46S&F PVC (SWR) bends (any radius) with oval access door for soil/waste pipes 75mm bore diminishing pieces or tapers on walls complete all as specified and directed by Engr-in-Charge.
47S&F PVC (SWR) 75 mm bore junction single ''T' or 'Y' (equal or unequal) complete all as specified and directed by Engr-in-Charge.
48Supply and fixing pipe supporting clamping system suitable for 110 mm dia rainwater down-take pipeline, comprising profile bracket, slotted C-channel, U-bolt, and all necessary accessories. The pipeline shall be supported on a vertical alignment from terrace to ground floor, maintaining a minimum clear distance of 2 inches from the finished wall. The supporting system shall be fixed to the wall using 04 Nos. GI-coated Justi Khilla, 2½ inches long, complete all as specified and directed by the Engineer-in-Charge.
49Supply and fixing pipe supporting clamping system suitable for 75 mm dia rainwater down-take pipeline, comprising profile bracket, slotted C-channel, U-bolt, and all necessary accessories. The pipeline shall be supported on a vertical alignment from terrace to ground floor, maintaining a minimum clear distance of 2 inches from the finished wall. The supporting system shall be fixed to the wall using 04 Nos. GI-coated Justi Khilla, 2½ inches long, complete all as specified and directed by the Engineer-in-Charge.
50S&F in repairs for PVC (SWR) gully trap 125/110mm, setting & jointing with solvent cement gully traps, square or round mouthed 150x100mm fixed including jointing to pipe complete all as specified and directed .
51S&F 75 mm PVC (SWR) vent cowls joints with pipe complete all as specified and directed by Engr-in-Charge.
52S&F 110 mm PVC (SWR) vent cowls joints with pipe complete all as specified and directed .
53S&F 75 mm PVC (SWR) sanitary connection socket of suitable length to connect with Trap to out-let of pipe line complete all as specified and directed.
54Taking down PVC water pipes including all fittings like shoes bends swan necks etc of any dia complete all as specified and directed.
55Supply and fix 160 mm dia PVC (SWR) grade pipes, single socketed in any length with rubber ring joints fixed to walls with clamp spacing 1.0 m C/C as mentioned and shown in HQ CE (N) Mumbai zone TD Drg No TD/2023/01 toTD/2023/03 complete all as specified and directed.
56Supply and fixing pipe supporting clamping system suitable for 160 mm dia rainwater down-take pipeline, comprising profile bracket, slotted C-channel, U-bolt, and all necessary accessories. The pipeline shall be supported on a vertical alignment from terrace to ground floor, maintaining a minimum clear distance of 2 inches from the finished wall. The supporting system shall be fixed to the wall using 04 Nos. GI-coated Justi Khilla, 2½ inches long, complete all as specified and directed by the Engineer-in-Charge.
57S&F PVC (SWR) bends (any radius) for rain water pipes 160 mm bore diminishing pieces or tapers on walls complete all as specified and directed .
58S&F PVC covers to MS railings of stair case hand rail complete all as specified and directed . Please Enable Macros to View BoQ information
59S&F PVC covers to MS railings of stair case hand rail complete all as specified and directed . Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58130559
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 55 Lakhs
LAST DATE 16-11-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Upkeep And Maintenance To Reinforced Cement Concrete Components Ie. Chajja, Parapet Wall Etc.Including Uprooting Of Plant From Wall/Roof Other Connected B/R Works At Rashi And Rs Colaba Area Under Age B/R Ii (Nw) Navynagar
Basic Detail
Tender No 8104/CWE(NW)MUMBAI/E8
Bidding Type Tender
Location
City Mumbai
State Maharashtra
Key Dates
Publish Date 20 Oct 2026
Submission Date 16 Nov 2026
Open Date 17 Nov 2026
Finance
Tender Value 55 Lakhs
Tender Fee 1000
EMD 1.07 Lakhs
Exemption Available
Document List
14f70111-8375-402b-ba81-3be5ada32e74.html
8104.rar
BOQ_891474.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 17 days
Nov 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 18 days

Tender Documents

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html

14f70111-8375-402b-ba81-3be5ada32e74.html

rar

8104.rar

xls

BOQ_891474.xls

pdf

Tendernotice_1.pdf

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