Tender For Special Repair To Bunglow No P-44 Offr Md Accn At Btr, 04 X Bathrooms Of Bldg No P-138 (Rhq) At Armt Regt And Certain Provision Wks In The Aor Of Age B/R-Ii Under Ge(N) Ahilyanagar.
Tender Value
47.96 Lakhs
Estimated cost
Bid Submission
27 Nov 2026
20 days left
EMD
96000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ahmednagar → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Bunglow No P-44 Offr Md Accn At Btr, 04 X Bathrooms Of Bldg No P-138 (Rhq) At Armt Regt And Certain Provision Wks In The Aor Of Age B/R-Ii Under Ge(N) Ahilyanagar.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of stone slab and tiles of any size and description or thickness in floors laid bedded and pointed in any mortar including screed bed / backing coat of all tiles. |
| 2 | Demolition of PCC (unreinforced) in ground floor and pavings n.exc 15 CM thick and clearing of premises. |
| 3 | M&L for excavation over area n.exc. 1.5 mtr deep in hard/dense soil and getting out complete. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in Hard/ Dense Soil (exceeding 30cm to 1.5mtr in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any type of Soil (exceeding 0m to 1.5mtr in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto top, as directed by Engineer-in-Charge. |
| 6 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in Soft/loose soil |
| 7 | Excavation in trenches n,exc 1.5m wide and 1.5m deep getting out as in hard/dense soil complete all as specified |
| 8 | Returning filling in including spreading levelling watering and well ramming in layers n.exc 25cm deep as in soil complete all as specified. |
| 9 | Returning, filling in including in spreading, leveling, watering and well raamming in layers. n exc 25 cm in Rock |
| 10 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point as in soil complete as specified. |
| 11 | Removing of excavated material exc. 250m but n.exc. 500m and depositing where directed. |
| 12 | M&L for moorum filling in floors or paving laid in layers n.exc. 15 cm thick spread leveled and rammed including watering complete all as specified and directed |
| 13 | M&L for hard core of gauge etc. 63 mm but n. exc. 100 mm deposited spread and leveled in layers n. exc. 15cm thick water and rammed etc. Complete all as specified and directed. |
| 14 | M&L for Cement concrete bed to 150mm bore cast iron drain pipes in cement concrete (1:3:6) type C-2 using 40mm graded aggregrate laid to tails,including packing under and haunching against the sides of pipes with concrete after they are laid and tested complete all as specified. |
| 15 | M&L for reinforced concrete pipes, 150 mm bore, clase NP2 laid and jointed with collars. |
| 16 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation complete all as specified. |
| 17 | M&L for PCC 1:3:6 type C1 solid block masonry exceeding 10 CM width set in CM 1:6 |
| 18 | M&L for Plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in benching/coping of manhole including necessary form work, all as specified. |
| 19 | M&L for providing PCC 1:4:8 type D2 (40mm graded aggregate) as sub base 75mm thick. |
| 20 | M&L for providing PCC 1:4:8 type D2 (40mm graded aggregate) as foundation, filling & mass concrete |
| 21 | M&L for Reinforced cement concrete M25 (design mix) 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. |
| 22 | M&L for Reinforced cement concrete (design mix) of M20 (20 mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 23 | M&L for Precast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as in cover slab for manholes etc set in cement mortar (1:6) including use and waste of form work (reinforcement shall be measured and paid for relevant item) all as specified. |
| 24 | M&L for form work to sides of rough finished concrete foundations, foootings, bases of columns, raft and raft beams, sides and soffits if any of foundation and plinth beams and similar work vertical or to batter compelte all as specified and as directed by Engineer in Charge. |
| 25 | M&L for Extra forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement incl forms, moulds, mitred/stopped ends. |
| 26 | Cutting into existing manhole for connecting new drain 150 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 using 20mm graded stone aggregates, smooth finished and as required for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge. |
| 27 | M&L for TMT bars Fe 500D, 10mm dia and over as in reinforcement cut to length, bent to shape required including cranking hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing clips |
| 28 | M&L for High strength deformed and twisted corrosion resistant TMT steel bars 6 to 8mm dia as in reinforcement cut to length, bent to shape required including cranking hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing clips etc. |
| 29 | M&L for Vitrified Ceramic tiles Colured tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, as in floor etc laid over and including screed bed 15mm thick in cement and sand mortar (1:6) set and jointed with white or coloured cement to match the shade of tile etc complete all as specified and as directed. |
| 30 | .-ditto- all as per item No 28 but as in skirting on vertical surfaces over and including 10 mm thick backing coat in CM (1:3) set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile etc complete all as specified and directed. |
| 31 | M&L for Colured non - skid ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors. laid over and including screed bed 15 mm thick in cement and sand mortar (1:6 ) set and jointed in neat cement slurry and pointed in white or coloured cement to match,etc complete all as specified and as directed. |
| 32 | .-ditto- all as per ser item No 30 above but as in skirting on vertical surfaces over and including 10 mm thick backing coat in CM (1:3) set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile etc complete all as specified and directed. |
| 33 | M&L for non - skid ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors. laid over and including screed bed 15 mm thick in cement and sand mortar (1:6 ) set and jointed in neat cement slurry and pointed in white or coloured cement to match,etc complete all as specified and as directed |
| 34 | M&L for coloured glazed ceramic tiles 300x450mm,7-8 mm thick as approved by GE as in dado/skirting or on vertical surfaces, over and including 10 mm thick backing coat in CM (1:3) set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile etc complete all as specified and directed. |
| 35 | M&L for coloured glazed ceramic tiles digitally printed 300x450mm, 7-8 mm thick as approved by GE as in dado/skirting or on vertical surfaces, over and including 10 mm thick backing coat in CM (1:4) set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile etc complete all as specified and directed. |
| 36 | M&L for joint free / rectified anti skid ceramic coloured tiles 7-8mm thick matching to dado tiles area of each tile 400x400mm, as in floor etc laid over and including screed bed 15 mm thick in cement mortar 1:6 set and jointed with white or coloured cement to match complete all as specified and as directed. |
| 37 | M&L for joint free anti skid ceramic coloured tiles 300x300mm 7-8mm thick matching to dado tiles area of each tile, as in floor etc laid over and including screed bed 15 mm thick in cement mortar 1:6 set and jointed with white or coloured cement to match complete all as specified and as directed. |
| 38 | M&L for 25mm thick rough dressed lime stone slab (shahabad) flooring, laid dry, jointed and pointed in cement mortar 1:6 and pointed in cement mortar 1:3 in floor/ plinth etc over and incl 15mm thick screed bed in CM 1:6 complete all as specified and directed. |
| 39 | Fixing only for 25mm thick rough dressed lime stone slab (shahabad) flooring, laid dry, jointed and pointed in cement mortar 1:6 and pointed in cement mortar 1:3 in floor/ plinth etc over and incl 15mm thick screed bed in CM 1:6 complete all as specified and directed. |
| 40 | M&L for 15-18 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 15mm thick Screed bed etc complete all as specified and directed by Engineer-in-Charge. |
| 41 | M&L for Machine cut cudappah stone slab 20-25mm thick over and including 15mm thick cement and sand screed in CM (1:6), laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing etc complete all as specified and directed by Engineer-in-Charge. |
| 42 | M&L for machine cut kota stone slab flooring 18 -20 mm thick over 20 mm thick screed bed in cement and sand mortar (1:6) mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing etc complete all as specified and directed by Engineer-in-Charge. |
| 43 | M&L for Rounding to edges full nosing of stone slabs one edge, such as in steps, cooking platform, and other similar situations completely all as specified and as directed by Engineer in Charge. |
| 44 | M&L for Rounding to edges half nosing of stone slabs one edge, such as in steps, cooking platform, and other similar situations completely all as specified and as directed by Engineer in Charge. |
| 45 | M&L for Rounding to edges Chamfer nosing of stone slabs one edge, such as in steps, cooking platform, and other similar situations completely all as specified and as directed by Engineer in Charge. |
| 46 | M&L for Demolition of exisitng water proofing treatment including backing coat completely all as specified and as directed by Engineer in Charge. |
| 47 | M&L for 10 mm thick Screed bed or bedding layer in CM (1:3) with WPC when the concrete is still green complete all as specified and directed. (Note : WPC will be measured and paid separately as supply only). |
| 48 | M&L for PCC (1:2:4) type B-0, averaging 40mm thick using 12.5mm graded stone aggregate as in levelling / padding course over roof of building and to cover negative slope into proper slope required mixed with WPC as per manufacturers instructions; finished even & fair without using extra cement, complete all as specified and directed. Note : Water proofing compound shall be measured & paid separately. |
| 49 | Supply only Integral waterproofing compound. |
| 50 | M & L for APP modified roof treatment over existing roof slab etc to be executed through approved authorised applicator of the membrane manufacturer with the following specifications complete all as specified and directed including testing of water tighness after completion of leakage /seepage treatment works to entire satisfaction of GE:-(a) The roof surface shall be throughly wire brushed cleaned to eliminate all sharp projection, washed dried upto and cleaned overall foreign material and dust to receive primer. (b) The dry surface shall be primed with Torch shield primer as per manufacturer’s instructions, manufactured by the same agency as that of APP membrane.(c) Providing and laying APP modified polyester reinforced water proofing membrane with minimum weight of 3.5 Kg/Sqm, as specified here-in-before.(d) The APP membrane shall be laid using torch-on butane application with minimum 10 cm side overlap and 15 cm end overlap. The laying of membrane shall be got done through an authorised applicator of manufacturer of the membrane.(e) The APP membrane shall be taken up to minimum 200 mm on vertical surfaces. The edge of the membrane shall be fixed with termination bar and fasteners and end shall be properly sealed with sealant. |
| 51 | M&L for applying two coat of solar reflective bituminous aluminium paint @ 0.10 Kg/Sqm over APP membrane surfaces, complete all as specified and directed. |
| 52 | Taking down chowkhats or frames not exc. 1.5 Sqm each with shutters (without taking off shutters from the frames) etc complete all as specified and directed by Engineer-in-Charge. |
| 53 | Taking down chowkhats or frames exc. 1.5 sq. m and n exc 4.00 Sqm each with shutters (without taking off shutters from the frames) etc complete all as specified and directed by Engineer-in-Charge. |
| 54 | Taking down shutters of any description exc 1 Sqm but n exc 2 Sqm each etc complete all as specified and directed by Engineer-in-Charge. |
| 55 | Taking down shutters of any description n exc 1 Sqm each etc complete all as specified and directed by Engineer-in-Charge. |
| 56 | S&F frame 50 x 100 mm WPC solid door/window frames, of minus 5mm tolerance in dimension i.e.depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 57 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 mm x 85 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 retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete all as directed by Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid separately). |
| 58 | M&L for Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door 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 S.S screws, all as directed by Engineer-in-Charge. (Note: stainless steel butt hinges and necessary S S screws shall be paid separately). |
| 59 | M&L for Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 35mm 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 S.S screws, all as directed by Engineer-in-Charge. (Note: Butt hinges and necessary S S screws shall be paid separately) |
| 60 | M&L for Factory made single extruded WPC (Wood Polymer Composite) solid plain cup board shutter of 18mm 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 S.S screws, all as directed by Engineer-in-Charge. (Note: Butt hinges and necessary S S screws shall be paid separately). |
| 61 | S&F Solid PVC Door frame size 50mm x 47 mm made out of 5mm plain colour PVC sheet reinforced with M.S Square tube, supplying & fixing in opening all as per specification & drawing. |
| 62 | S&F factory made solid PVC moulded Door shutter with particle board core, 28 to 30mm thick (stiles) with 2, 4 or 6 raised panel design with 2mm thick moulded PVC sheet on the front face & 2mm plain colour PVC sheet on back space, supplying and fixing in frame at site all as per specification & drawing. |
| 63 | S&F Factory Made Solid PVC Moulded Door Shutter, with wood free EPS, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm thick 3D wood grain Moulded PVC Sheet Polyurethan complete all as directed and directed by Engineer-in-Charge. |
| 64 | S&F Powder coated aluminium anodised aluminium frame, shutters for door, windows, ventilators with one or more rebates including joining cleat for fixing etc, rubber / neoprene beading and locking arrangement etc complete all as specified and directed by Engr-in-Charge |
| 65 | S & F 30mm width of flaps continuous (piano) hinges, mild steel, bright finish or electrogalvanised Please Enable Macros to View BoQ information |
| 66 | S & F 30mm width of flaps continuous (piano) hinges, mild steel, bright finish or electrogalvanised Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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