Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #56108292

Tender For Special Repair Of Bldg No. P-318 Of Single Offr Accn Of Med Regt Under Age B/R-Ii Of Ge (North) Ambala Cantt

Issued by Statutory Bodies & Commissions/Committees · Ambala, Haryana
Tender Value
48.98 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
0 days left
EMD
97960
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ambala → Haryana
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Special Repair Of Bldg No. P-318 Of Single Offr Accn Of Med Regt Under Age B/R-Ii Of Ge (North) Ambala Cantt

BOQ

Name of Work:- Special Repair of Bldg No. P-318 of single Offr accn of Med Regt under AGE B/R-II of GE (North) Ambala Cantt
Sl. No. Item Description
1Schedule 'A' Part-I (B/R itmes)Demolition of cement concrete (un–reinforced) in ground floors and pavings not exe 15 cm thickness (below or above ground level) complete, all as specified and as directed.
2Providing and injecting emulsion for post construction anti termite treatment using chemical chloropyriphos 20 EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 concentrate along the external wall of building below concrete or masonry apron using chemical emulsion @ 2.25 litre per linear metre including drilling 12mm dia holes @ 300 mm apart and plugging holes with cement mortar 1:2 (1 Cement 2 Coarse sand) in apron etc,. ,complete all as specified and directed.
3Providing and injecting chemical emulsion for post construction anti termite treatment using chemical chloropyriphos 20 EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 of soil under existing floors using chemical emulsion @ 1 Litre per hole 300mm apart including drilling 12mm dia holes @ 300 mm apart and plugging holes with cement mortar 1:2 (1 Cement & 2 Coarse sand) to match the existing floor and making good the disturbed sufaces to match with the existing surface, ,complete all as specified and directed.
4Providing and injecting chemical emulsion for post constructional anti termite treatment at points of contact of wood work by using chemical chloropyriphos 20 EC conforming to IS 8944 or lmidacloprid 30.50 SC conforming to IS 16131 emulsion in oil or kerosene based solution @ 0.5 litre per hole by drilling 6mm dia holes at a downward angle of 45 degree @ 150mm centre to centre and sealing the same and making good the disturbed sufaces to match with the existing surface, ,complete all as specified and directed.
5Demolition of cement concrete (unreinforced) of any description and in any position including any type of sunken treatment , roof treatment, PCC padding, roof PCC tiles, lime concrete etc. , ,complete all as specified and directed.Note: All Demolished material / debries will be taken by the contractor out side of the cantonment without any extra cost to the govt,contractor should quote his rate Keeping this aspect in mind.
6Cutting grooves in brick wall, for inserting APP membrane and other works. 75mm wide and 65mm deep and shaping horizontal face of grooves and making good with cement mortar 1:3 or PCC 1:2:4 type B1 using 20mm graded stone aggregate in as specified and directed.
7Material & Labour cutting out cracks to V-section in existing roofs or terracing, cleaning out and filling solidly with a hot mixture of bitumen and clean dry sand 1:1 (by weight) , ,complete all as specified and directed.
8Material & Labour PCC (1:3:6) type C1 using 20 mm graded stone aggregate as in mass concrete over roof as in padding incl cement slurry @ 3Kg/Per sqm over old RCC surface after preparation of surface and finished even & smooth without using extra cement,.complete all as specified and directed.
9Material & Labour ,15 mm thick plaster in cement mortar (1:4) over concrete surfaces of roofs finished even and smooth with WPC @ 200 ml per bag of cement ( WPC will be measured paid for seperately) as in roof treatment work all as specified and directed .
10Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bituminous primer @ 0.40 litre /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temperature and viscosity 70–160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc. after preparing the surface complete as per standred practice as per manufacture's instructions. The vital physical and chemical parameters of the membrane shell be under :–(i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N/Sqcm(ii) Tear strength in longitudinal and transverse direction at 300/250N/Sqcm. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d–5147)(iii) The laying of membrane shell be got down through the authorised applicator of manufactures of membrane only , complete, all as specified and as directed.(iv) The work shall be carriout at a height upto 12 metre.
11Material & Labour precast cement concrete tiles 30 cm x 30cm x 20 mm thick, machine pressed laid on screed bed and joints grouted and pointed flush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar 1:6 , complete, all as specified and as directed.
12Material & Labour for providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in roof kerbs or mud stops, padding, rounded or chamfered on edges including from work where ever required , complete, all as specified and as directed.
13Dismentling of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles , ,complete all as specified and directed.
14Material & Labour brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 , ,complete all as specified and directed.
15Material & Labour brick work with sub class -B bricks, in half brick thick walls, built in cement moratr 1:4 straight or curved on plan to any radius , ,complete all as specified and directed.
16Material & Labour Cement concrete, Type D2 (1:4:8) using 40mm graded stone aggregate in sunken treatment, complete all as specified and directed
17Material & Labour rendering 15 mm thick in cement mortar 1:6 using water proofing compound @200 ml per bag of cement as in sunken floor complete all as directed . Note : Water proofing compound will be measured and paid separately.
18Supply only liquid water proofing compound, ,complete all as specified and directed.
19Material & Labour for providing and laying as in sunken portion, 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bituminous primer @ 0.40 litre /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temperature and viscosity 70–160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc. after preparing the surface complete as per standred practice as per manufacture's instructions. The vital physical and chemical parameters of the membrane shell be under :–(i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N /Sqcm(ii) Tear strength in longitudinal and transverse direction at 300/250N/Sqcm. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d–5147)(iii) The laying of membrane shell be got down through the authorised applicator of manufactures of membrane only , complete, all as specified and as directed.(iv) The work shall be carriout at a height upto 12 metre.
20Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premises , complete, all as specified and as directed.
21Material & Labour providing 75 mm thick cement concrete (1:3:6) type C-1 using 20mm graded crushed stone aggregates as in plinth protection, laid in alternate bays (not exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work, complete, all as specified and as directed.
22Material & Labour for 25 mm thick Cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in sub base floors, surface fair finished and even and rough to receive floor finishes , complete, all as specified and directed.
23Material and labour vitrified ceramic double charged, light shade tiles premium/1st quality 9-10mm thick (square/rectangular) area of each tile exceeding 0.35 sqm but n.exc. 0.42 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15mm thick cement screed bed in cement mortar 1:6 complete all as specified and as directed.
24Material and labour vitrified ceramic double charged light shade tiles premium/1st quality 9-10mm thick of same description as of floor tiles as in serial item No 23 above but 100 to 150mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick /concrete surfaces in cement mortar 1:4 complete all as specified and as directed .
25Material & Labour Non Skid coloured ceramic tiles joint free premium/1st quality 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 over and including 15mm thick screed bed in cement mortar 1:6 complete all as specified and as directed.
26Material & Labour Non Skid coloured ceramic tiles premium/1st quality of same description as of floor tiles in serial item No 25 above but 100mm to 200mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed.
27Material & Labour for glazed ceramic coloured tiles 300x600x7 to 8mm thick on vertical surfaces such as dados set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick backing coat in cement mortar (1 :4) complete all as specified and as directed.
28Demolition of stone slabs of any description or any thickness laid bedded and pointed in any mortar in floors and walls approns etc., complete all as specified and directed.
29Material & Labour for Granite (of any type) slab 18-20 mm thick machine cut ,bedded and jointed with gray cement slurry and pointed with white cement as in floors/ cooking plateform, with admixiture of pigment to match the shade of granite stone including grinding and polishing complete over and including 20 mm thick screed bed in CM 1:6 , complete all as specified and directed.
30Material & Labour for Granite (of any type) slab 18-20 mm thick machine cut , jointed with gray cement slurry and pointed with white cement as in vertical surfaces / dado / skirting with admixiture of pigment to match the shade of granite stone indluding grinding and polishing complete over and including 10 mm thick backing coat in CM 1:4 , complete all as specified and directed.
31Material and labour rounding to edges of stone slab as in steps, cooking plateform and other similar situtaions with grinder,complete all as specified and as directed.
32Material & Labour machine cut kota stone slab flooring 18 to 22 mm thick in floor/landing/treads of stairs, set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 15 mm thick screed bed in CM 1:4 , ,complete all as specified and directed.
33Material & Labour machine cut kota stone slab 18 to 22 mm thick in skirting etc.,set and jointed in neat cement slurry with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 10 mm thick rendering in cement mortar 1:4 , ,complete all as specified and directed.
34Material & Labour Machine cut green marble stone slab flooring 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over and including 15 mm thick screed bed in cement mortar 1:6 , complete all as specified and directed.
35Material & Labour Machine cut green marble stone slab 18-20mm thick as in skirting / dado over and including over and including 10 mm thick rendering in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete , complete all as specified and directed.
36Demolition of Reinforced cement concrete of any description and in any position not otherwise specifically provided for , complete all as specified and directed.
37Material & Labour reinforced cement concrete (1:2:4) type B1, (using 20mm graded stone aggregate) as in slabs, suported on walls, beams and columns in floors, roofs, landings balconies canopies, deck slabs and in shelves and the like, complete all as specified and directed.
38Material and labour for providing RCC 1:2:4 type B1 using 20mm graded stone aggregate as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed.
39Material and labour for formwork to chajjas, fins, louvres, facias including edges for rough finished surfaces of concrete flats, complete all as specified and directed .
40Material and labour for formwork to soffits of suspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 centimetre thick (horizontal or sloping) flat for rough finished surfaces of concrete, complete all as specified and directed.
41Material and labour for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, for roughed finished surface of concrete, complete all as specified and directed..
42Material and labour for TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia, complete all as specified and directed .
43Taking down chowkats or frames with shutter area not exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish , complete, all as specified and as directed.
44Taking down chowkats or frames with shutter area exceeding 1.50 Square meter and not exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish, complete, all as specified and as directed.
45Taking down shutters of any description area exceeding 01 sqm but not exc 2 sqm each and removing the same from site complete all as specified and as directed .
46Supply and fixing 4mm dia plain mild steel wire galvanised class3 in fencing including straining and fixing to concrete or steel post or to straining bolt including securing with and provision of galvanised iron staples or steel pin etc as directed.
47Supply and fixing mild steel framed bracket of angle or Tee with web and flanges cut to shape drilled and countersunk including welding bending complete all as specified and as directed.
48Material and labour Cutting holes in brick walls built in cement mortar exceeeding half brick thick and not exceeding one brick thick wall for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 (Depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall)as required, complete all as specified and as directed.
49Supply and fixing for mild steel of angle /tee /I section /hollow MS section for door frames chowkhat, guard bars, cooler stands , brackets etc., and similar articles conforming to Fe–410–0 or Fe–310–0 complete all as specified and directed.
50Supply and fixing of factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other frames/chowkhat of size 65mm x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardantand fixed in position with mild steel hold fast of required dia and length complete all as specified and directed.NOTE : - (i) For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensionson plus side shall be acceptable but no extra payment on this account shall be made.(ii) Material manufacture test certificate should be provided before execution of work
51Supply and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other frames/ chowkhat of size 65 x 125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant complete all as specified and directed.
52Supply and fixing of factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other frames/chowkhat of size 50 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardantand fixed in position with mild steel hold fast ( 35mmx35mmx3 MM ) of required length complete all as specified and directed.NOTE : - (i) For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensionson plus side shall be acceptable but no extra payment on this account shall be made.(ii) Material manufacture test certificate should be provided before execution of work
53Supply and fixing Factory made coloured solid panel pvc door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. frame shall be covered with heat moulded palin colour PVC `C' channel heaving a PVC sheert strip of 20mm width suck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bbottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S frame wedded/ sealed to the stiles, & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing.
54Supply and fixing of factory made single extruded WPC (Wood Polymer Composite) solid decorative type moulded ( Jointless ) door shutter of size 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with full body threaded star headed counter sunk S.S screws, complete all as per specification & drawing, complete all as specified and directed.
55Supply and fixing factory made single extruded WPC (Wood Polymer Composite) glazed and skeleton shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS screws, all as per direction of Engineer-in-Charge. (Note: stainless steel butt hinges and necessary SS screws shall be paid separately) ,complete all as specified and as directed. Please Enable Macros to View BoQ information
56Supply and fixing factory made single extruded WPC (Wood Polymer Composite) glazed and skeleton shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS screws, all as per direction of Engineer-in-Charge. (Note: stainless steel butt hinges and necessary SS screws shall be paid separately) ,complete all as specified and as directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56108292
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 48.98 Lakhs
LAST DATE 13-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Special Repair Of Bldg No. P-318 Of Single Offr Accn Of Med Regt Under Age B/R-Ii Of Ge (North) Ambala Cantt
Basic Detail
Tender No GE(N)/AMB-22/2026-27
Bidding Type Tender
Location
City Ambala
State Haryana
Key Dates
Publish Date 22 Jun 2026
Submission Date 13 Jul 2026
Open Date 15 Jul 2026
Finance
Tender Value 48.98 Lakhs
Tender Fee 500
EMD 97960
Exemption Available
Document List
54d9bd28-5661-4c08-b382-d9af3b884335.html
BOQ_866665.xls
Tenderdocument.pdf
Tendernotice_1 (2).pdf

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Tender Timeline

Jun 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 13, 2026
17:00 IST

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Today
Jul 15, 2026

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