Defence Statutory Bodies & Commissions/Committees Closing in 13 days TDR #56342794

Tender For Repairs To Water Proofing Treatment, Leakage/Seepage And Replacement Of Roof Sheet In Certain Accn At Afs Amla

Issued by Statutory Bodies & Commissions/Committees · Betul, Madhya Pradesh
Tender Value
30 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
13 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Betul → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Repairs To Water Proofing Treatment, Leakage/Seepage And Replacement Of Roof Sheet In Certain Accn At Afs Amla

BOQ

Name of Work:- REPAIRS TO WATER PROOFING TREATMENT, LEAKAGE/SEEPAGE AND REPLACEMENT OF ROOF SHEET IN CERTAIN ACCN AT AFS AMLA
Sl. No. Item Description
1M&L for complete removal of scale, durt, fungas, algee or contaminations etc from PCC/RCC roof surface, chajja, parapert wall, cornices, walls, APP membrane or any other surfaces etc by wire brush, scrapper which is machancal or manually after removing complete cleaning with water by mechanical means water pressure and applying 10 mm thick SBR polymer modified plaster in Cement Morter 1:4 cement mixed polymer in ratio of 1 : 10 (1 part of polymer and 10 parts of cement) applying one coat of priming of epoxy primer with resin and hardner with water dillution as per manufacturer instruction, applying two coat of solvent based polyurethane liquid membrane not less than 500 micron thick UV stable having SRI value greater than equal to 105 with consumption of 0.61 Kg/Sqm (each coat) complete all as specified and directed. Note for item No 1 :- (a) The work shall be carried out complete as per manufacturers specifications and application methodology.
2(b) Execution shall be done with authorized trained/skilled applicator of manufacturer as per the technical guidelines laid by manufacturers.(c) Company bank Gurantee of 10 years shall be given by contractor after completion of water proofing treatement work before payment. (d) Ponding test of 72 hours shall be carried out by contractor to check any instances of leakage/seepage. The result of success full ponding test shall be certified by Engineer-in-Charge and user rep before payment. If any defacts will be observed the contractor is fully responsible and rectified immediately. No extra payment will be done for the same. (e) For waterproofing Visible Crack should be open & fill by paste of EP-15 + Filler/ cement and invisible /hair line. (f) Crack should be fill by filling compound by grouting with cheasel or otherwise.(g) Apply appoxy coated primer by use of painting brush or mop and take atleast 2 hours.
3(h) After applying primer applied priming coat by use of painting brush or mop and take atleast of 24 hours for dry or manufacturers instructions. (j) Thickness of layer should be 2-3mm.(k) Contractor shall make own arrangement for climbing and working in any site not exceeding 10 mtr ht. (l) The contractor shall be liable to execute the work in rainy season without any objection, if any leakage occurs. All safety measures are to be followed by the contractor as per safety guidelines.
4Taking down cement plaster on brick/stone or concrete surface including racking out joints, hacking for key, scrubbing down with water to receive plaster, including removing debris/rubbish materials off the site complete all as specified and directed.
5M&L for rendering 15mm thick in two layer (10mm & 5 mm) fair faces of brick work or Concrete/brick work surface in two coats 10mm thick in CM(1:6) as under coat 5mm thick CM (1:4) as finishing coat in two separate layer mixed with liquid water proofing compound in finishing coat only with liquid water proofing compound @ 200ml per bag of cement finished even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound shall be measured and paid seperately.
6M&L for preparing new surfaces of walls and applying two coat of cement base paint over a coat of primer as per manufacturer instructions including use of scaffoldings complete all as specified and directed.
7M&L for repairing of R.C.C projections, chajjias, roofs, facia, columns, beams etc., in patches not exceeding 3 Sqm in each patch by necessary preparation, Scrapping, cutting, chiseling Dusting and cleaning exposed reinforcement, surfaces of damaged, loose R.C.C surfaces and applying one coat of cement slurry and filling the surfaces with cement concrete (1:1.5:3) using (12.5mm graded stone aggregate) and reinforced with welded mesh (If Reqd) with or without facia and finished with 15 mm thick cement and sand mortar (1:4) using coarse sand and thickness of R.C.C member n. exc 75mm including necessary form work at any height including dismantling of damaged concrete complete all as specified and directed (Note : welded mesh will be measured and paid separately.)
8S&F Galvanised welded steel wire fabric cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed as extra reinforcements to RCC members like ceilings, chajja’s, beams, columns, parapet walls, waste slab etc., including all cutting and waste (wt not exc 4.00 kg/Sqm) complete all as specified and directed.
9Supplying, mixing & applying 15 to 20mm thick single component, ready to use, structural grade high build polymer modified mortar, composed of cement, properly selected & graded fillers, polymers additives with specially designed acrylic fibers, finished even and fair on prepared concrete surfaces of R.C.C projections, chajjias, roofs, facia, columns, beams etc., in patches and reinforced with welded mesh (If Reqd) including necessary preparation, Scrapping, cutting, chiseling dusting and cleaning exposed reinforcement, surfaces of damaged, loose R.C.C surfaces etc., and finished with 15 mm thick cement and sand mortar (1:4) using coarse sand complete all as specified and directed.Make : Dr Fixit polymer mortar HB of Pidilite / Fosroc Renderoc HB of Fosroc/ Sika quick 1000 of Sika/ Master Emaco N303 of BASF.
10Material and labour Plain cement concrete (1:2:4) type B-0 (using 12.5 mm graded stone aggregate) as in copings, bed plates, benching and the like finished fair & even, including necessary form work complete all as specified and directed.
11Taking down GI tubing 15mm bore complete all as specified and directed.
12Taking down GI tubing 20mm bore complete all as specified and directed.
13Supply and fixing GI tubing 15mm bore, medium grade, with all fittings fixed to wall and ceiling complete all as specified and directed.
14Fixing only 15mm bore tubes, any grade, to walls and ceilings or laying in floors complete all as specified and directed.
15Supply and fixing GI tubing 20mm bore, medium grade, with all fittings fixed to wall and ceiling complete all as specified and directed.
16Fixing only 20mm bore tubes, any grade, to walls and ceilings or laying in floors complete all as specified and directed.
17Disconnecting existing water storage tank of capacity exc 250 ltr but n.exc 500 ltr of any description setting aside for repair of WPT work and refixing and reconnecting to its original position after completion of water proofing treatment complete all as specified and directed.
18Disconnecting existing water storage tank of capacity exc 500 ltr but n.exc 1000 ltr of any description setting aside for repair of WPT work and refixing and reconnecting to its original position after completion of water proofing treatment complete all as specified and directed.
19Dismantling water tanks of capacity exc 250 ltrs but n.exc 500ltrs complete all as specified and directed.
20Dismantling water tanks of capacity exc 500 ltrs and not exc 1000 ltrs complete all as specified and directed.
21S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top),of capacity 500 ltrs double layered, ISI marked hoisted and fixed in position including 15mm bore dia of pipe Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed (minimum weight 15mm-142gms) all as specified in SSR Part I complete all as specified and directed.
22S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top),of capacity 1000 ltrs double layered, ISI marked hoisted and fixed in position including 15mm bore dia of pipe Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed (minimum weight 15mm-142gms/20mm-210gms/25mm-455gms/40mm-690gms) all as specified in SSR Part I complete all as specified and directed.
23Dismantling of wall, display board/ceiling board fibre, pulp,insulation etc or insulation board /slab/wool of any thickness including cover fillets complete all as specified and directed.
24S&F size of grid 605X605mm Anodised aluminium snap grid frame work for false ceiling all as specified and directed with hangers 6mm dia GI (up to 1200mm length) adjusting level fixed to roof slab by means of ceiling cleat of GI flat 40x3mm and 60mm long and expension holed fasteners 12.5mm dia 40mm long complete all as specified and directed.
25M&L for 4mm thick non asbestos fibre cement building board fixed in cement ceiling flat or sloping to GI/aluiminium frame work complete all as specified and directed.
26Supply & Fixing in repair vitreous China squatting pan, ' Orissa patteren, size 580 x 440 mm white, with integral footrests (excluding flushing cisteren and flush pipe) complete all as specified and directed.
27S&F in repair Vitreous China wash down water closet pan (pedestal pattern) white including seat & cover, flush pipe, connection to drain (or outgoing pipe) and to flushing pipe, anti-syphonage pipe, etc. complete all as specified and directed.
28S&F for PVC(SWR) 110mm dia P or S trap including connecting to out let with solvent cement , including lean concrete 1:5:10 complete all as specified and directed.
29M & L in repairs for PVC nahani trap, plain with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) with solvent cement of dia 75mm complete all as specified and directed.
30Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed.
31Material and labour 25 mm thick, PCC (1:2:4) type B-0 (using 12.50 mm graded stone aggregates) as in base course for floor tiles complete all as specified and directed.
32M&L for joint free Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match set, over and including 15mm thick screed bed or bedding layer in cement mortar 1:6 complete of item all as directed.
33Material and labour for providing water proofing tratment of sunken portion of WC, bathroom etc. applying cement slurry mixed with Acrylic based polymer modified cementitious composite compounded coating of make as approval in Technical Instruction 5/2003 adding: (a) 15mm thick rendering CM (1:4) with Liquid water proofing compound 200 ml per 50kg bag of cement on floor and wall , finishing the surface even and smooth without using extra cement. The surface shall then be cured and allowed to dry. (b) First layer of slurry of cement @ 0.488 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hrs. (c) Second layer of slurry of cement @ 0.242 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ .126 kg/sqm. This layer will be allowed to air cure for 4 hrs followed with water curing for 48 hrs including dismantling of existing tratment etc complete all as specified and directed. Please Enable Macros to View BoQ information
34Material and labour for providing water proofing tratment of sunken portion of WC, bathroom etc. applying cement slurry mixed with Acrylic based polymer modified cementitious composite compounded coating of make as approval in Technical Instruction 5/2003 adding: (a) 15mm thick rendering CM (1:4) with Liquid water proofing compound 200 ml per 50kg bag of cement on floor and wall , finishing the surface even and smooth without using extra cement. The surface shall then be cured and allowed to dry. (b) First layer of slurry of cement @ 0.488 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hrs. (c) Second layer of slurry of cement @ 0.242 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ .126 kg/sqm. This layer will be allowed to air cure for 4 hrs followed with water curing for 48 hrs including dismantling of existing tratment etc complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56342794
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 30 Lakhs
LAST DATE 28-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Repairs To Water Proofing Treatment, Leakage/Seepage And Replacement Of Roof Sheet In Certain Accn At Afs Amla
Basic Detail
Tender No 8713/E8 OF 2026-2027
Bidding Type Tender
Location
City Betul
State Madhya Pradesh
Key Dates
Publish Date 07 Jul 2026
Submission Date 28 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 30 Lakhs
Tender Fee 500
EMD 60000
Exemption Available
Document List
aa9f1b4d-44bc-4af1-8f94-93d358fc6c75.html
BOQ_870177.xls
TD.pdf
Tendernotice_1 (3).pdf

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Tender Timeline

Jul 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Jul 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
html

aa9f1b4d-44bc-4af1-8f94-93d358fc6c75.html

xls

BOQ_870177.xls

pdf

TD.pdf

pdf

Tendernotice_1 (3).pdf

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