Tender For special Repair To Bldg No. P-208 And P-209 (Or Living) Of Certain Unit And Bldg No. P-153 & P-154 (O8 Dus) Jcos Md Accn Of Certain Unit And Or Md Accn Bldg No. P-150 At Army Area Banar Under Ge Banar
Tender Value
1.50 Crore
Estimated cost
Bid Submission
17 Jul 2026
9 days left
EMD
2.25 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Bldg No. P-208 And P-209 (Or Living) Of Certain Unit And Bldg No. P-153 & P-154 (O8 Dus) Jcos Md Accn Of Certain Unit And Or Md Accn Bldg No. P-150 At Army Area Banar Under Ge Banar
BOQ
| Sl. No. | Item Description |
| 1 | Extra over rendering or plastering for work in isolated widths or in widths not forming part of general plastering such as in bands, sunk panels, cornices, skirtings, drip moulds and similar work exc 15 cm but n exc 30 cm in width or girth; including cutting to edges, all mitres and stopped ends, etc. complete all as specified and directed by Engr-in-charges. |
| 2 | All as per srl item No. 01 above but width n.exc 15cm. complete all as specified and directed by Engr-in-charges. |
| 3 | S&F winodws/ventilators (ECO-4000 series double rebate) fabricated from roll framed section made of galvanised steel colour coated/powder coated (Base steel as per IS 513 'D' quality galvanised as per IS 277 with zinc of 120gms/sqmtr) with total coated thickness of 0.60mm, with or without cooler opening. complete all as specified and directed by Engr-in-charges.Note. Paint Specification : Coated sections should be with primer coat of epoxy primer of 5-7 microns thick, finish painted with polyester up to 50-60 microns thick.Dimenstions of Sections: Sections for frame should be of 72mmx55mm, section for mullion should be of 72mmx50mm, sections for shutter frame should be of 47mmx20mm, sections for fixed glass bead should be of 12mmx12mm, and section for fly mesh should be of 40mmx20mm.Fixing Details: Sections for frame glazed shutter and mesh shutters should be cut to length and miter joined with polyprpylene corner brackets, mullion section should be joined with frame/mullion using mullion cap Ethyl Propylene Damien Monomer (EPDM) Gasket should be used all around glass in shutter and fixed glass. Spoon Profile should be used around fly mesh to fix mesh in mesh shutter.Accessories: Each Glazed shutter and mesh shutter should be provided with SS Pivot Hinges-1set, seccolor handle & seccolor stay. Window frame should be fixed to brick/concrete masonry by using Nylon self expanding caps and driving MS electroplated 80mm long screw into the caps through frame. |
| 4 | S&F glass shutter & fixed glass portions should be provided with a glass of 5mm plain float glass complete all as specified and directed by Engr-in-charges. |
| 5 | S&F wire Mesh shutter should be provided with a stainless steel 32 gauge fly mesh of 304 grades with 144 holes per square inch complete all as specified and directed by Engr-in-charges. |
| 6 | S&F window grill should be provided with Grill made of 10mm sq. MS Bars welded to at 150mm centre to centre, 6mmx12mm MS flat, Total Grill unit should be powder coated and fixed to window frame with screw complete all as specified and directed by Engr-in-charges. |
| 7 | S&F 200mm long Aluminium anodised, barrel tower bolts of extruded section complete all as specified and directed by Engr-in-charges. |
| 8 | M&L for complete removal of existing treatment on walls and applying two coats of oil bound distemper over a one coat of 1mm thick JK/Birla wall putty over plastered surface to prepare the surface even and smooth and over priming plastered and other surfaces with alkali resistant priming paint complete all as specified and directed by Engr-in-charges. |
| 9 | M&L for preparation of old plastered or unplastered surfaces of walls and applying two coats of white wash complete all as specified and directed by Engr-in-charges. |
| 10 | M&L for preparation of old plastered or unplastered surfaces of ceiling and applying two coats of white wash complete all as specified and directed by Engr-in-charges. |
| 11 | Material and labour for preparation of newly plastered surface of walls and applying two coats of cement base paint over one coat of primer complete all as specified and directed by Engr-in-charges. |
| 12 | M&L for two coats of cement base paint on old plastered/pointed surfaces of walls including necessary preparation of surfaces complete all as specified and directed by Engr-in-charges. |
| 13 | M&L for coloured Glazed ceramic tiles in vertical surface 350x250x7mm/450X350X7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match tiles in vertical surface including 10mm thick rendering in CM 1:4 complete all as specified and directed by Engr-in-charges. |
| 14 | M&L for 25mm thick PCC 1:2:4, Type B-0 using 12.50mm graded aggregates as in base concrete to floor finish complete all as specified and directed by Engr-in-charges. |
| 15 | M&L for coloured non-skid ceramic tiles 7 to 8mm thick (square/rectangular), coloured tiles, area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floorts etc, set and jointed in neat cement slurry and pointed in coloured cement to match including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engr-in-charges. |
| 16 | All as per item No 15 above but as in skirting incl 10mm thick rendering in CM 1:4 complete all as specified and directed by Engr-in-charges. |
| 17 | Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in any mortar complete all as specified and directed by Engr-in-charges. |
| 18 | M&L 18-20mm thick any shade marble (Green marble) slab in cooking platform set in CM 1:4 incl pointing in white cement 1:2 using marble dust with admixture of pigment to match the shade 15 mm thick screed bed in CM 1:6 complete all as specified and directed by Engr-in-charges. |
| 19 | M&L 18-20 mm thick Red Granite work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like including moulding (U type) on edges 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 complete all as specified and directed by Engr-in-charges. |
| 20 | S&F factory made steel windows box type using ERW hollow P section including box type hinges with steel handle, tower bolt, peg stay and hold fast complete with glazing bars dovetailed or welded complete without cooler opening all as specified including repairs to jambs in cement mortar with side hung shutters complete all as specified and directed by Engr-in-charges. |
| 21 | S&F factory made steel windows box type using ERW hollow P section including box type hinges with steel handle, tower bolt, peg stay and hold fast complete without glazing bars dovetailed or welded complete without cooler opening all as specified including repairs to jambs in cement mortar with side hung shutters complete all as specified and directed by Engr-in-charges. |
| 22 | M&L for pressed steel frames 105x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock, strike, plate etc complete all as specified and directed by Engr-in-charges. |
| 23 | S&F 30mm thick flush shutters, solid core construction, with particle board core and plywood face panels, commercial type both sides (ISI marked) all with 6mm thick teak wood edging all around complete all as specified and directed by Engr-in-charges. |
| 24 | S&F 150mm size single action spring hinges, mild steel with steel wire spring, stove enamelled, black complete all as specified and directed by Engr-in-charges. |
| 25 | M &L for fabrication of pressed steel cupboard shutters using 1.00 mm thick MS plain sheet & with frame 1.25 MM thick bent to shape incl two coats of syn enamel paint on interior surfaces & two coats of hammer tone finish on external surfaces alongwith locking arrangement mortice lock handle etc complete all as specified and directed by Engr-in-charges. |
| 26 | Taking up or down steel tubing and connection including cleaning for refixing or removal to store yard of bore 40 mm complete all as specified and directed by Engr-in-charges. |
| 27 | Refixing old steel tubing and connections in new or old position as in walls ceiling floors etc bore of pipe 40 mm complete all as specified and directed by Engr-in-charges. |
| 28 | S&F 40mm dia galvanized steel tubing, medium grade, with all fitting and fixed complete to walls celling or laid in floors complete all as specified and directed by Engr-in-charges. |
| 29 | S&F in repair 40mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed complete all as specified and directed by Engr-in-charges. |
| 30 | S&F in repair Vitreous china wash hand basin (Corner Type) white, flat back including fixing brackets, 32mm waste pipe, 15mm CP pillar taps and waste cuppling chromium plated complete all as specified and directed by Engr-in-charges. |
| 31 | Supply and fixing in repair Stainless steel kitchen plate rack 1.0mm thick of size 750 x 600 x 250mm complete all as specified and directed by Engineer-in-charge. |
| 32 | Supply and fixing in repair 600x450mm bevelled edge mirror of selected quality glass mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engr-in-charges. |
| 33 | S&F in repair sinks with drainage board made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm complete all as specified and directed by Engr-in-charges. |
| 34 | S&F in repair bath cabinet of PTMT fixed with and including chromium plated brass screws and wooden cleats size 355mmx455mm complete all as specified and directed by Engr-in-charges. |
| 35 | S&F in repair in 20mm dia harrison rails mild steel, chromium plated with fixing brackets, stops, rollers (two nos of brackets/knobs/corners for one length/each opening) etc complete all as specified and directed by Engr-in-charges. |
| 36 | Dismantling of existing water tanks (PVC/RCC/AC) exc 250 ltr but n.exc 500 ltr capacity and removing from site complete all as specified and directed by Engr-in-charges. |
| 37 | Supply and fixing ISI marked 500 Litre capacity rotational moulded polyethylene water storage tanks (cylinderical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including 20mm brass ball valve high pressure including dismantling of the old unserviceable water tank with all accessories complete all as specified and directed by Engr-in-charges. |
| 38 | Dismantling of 75 mm dia cast iron pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by Engr-in-charges. |
| 39 | S&F 75mm dia Cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engr-in-charges. |
| 40 | S&F 75mm dia Cast iron Nahani trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engr-in-charges. |
| 41 | S&F 75mm bore dia cast iron soil, waste and vent pipes, sand cast, in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed by Engr-in-charges. |
| 42 | S&F 75mm bore dia cast iron soil, waste and vent pipes, sand cast, in any length with or without ears, with cement joints, fixed in wall complete all as specified and directed by Engr-in-charges. |
| 43 | S&F100mm dia cast iron soil waste and vent pipes sand cast ISI marked in any length with or without ears using cement joints fixed in with cement joints, laid in trenches or in floors complete all as specified and directed by Engr-in-charges. |
| 44 | M&L RCC M-25 (20mm graded aggregate) for chajja, roof projection in D/S bldgs, fins facia, stair case, landing, balcony & the like etc complete all as specified and directed by Engr-in-charges. |
| 45 | Removing of existing filling in sunken floor of WC and repair to sunken floor with 15mm thick plastering in CM 1:3 of internal surface mixed with WPC, than painting with bitumen 30/40 over a coat of bitumen primer, putting 50 micron polythene than filling with PCC 1:5:10 type E-2 using 40mm graded stone aggregate and inserting 50mm bore 1.00M long GI water tubing to the wall complete all as specified and directed by Engineer-in-Charge. Note : WC and tiles shall be measured and paid separately. |
| 46 | Demoliton of cement concrete of any description & in any position not otherwise specifically provided for and removing debries out of MD land complete all as specified and directed by Engr-in-charges. |
| 47 | M&L for Endura cool roof SRI tiles of size 300x300mm, 10mm thick of, laid over 15mm thick bedding in cement mortar (1:4), joints grouted and flush pointed in cement mortar (1:3) mixed with 5% crude oil by weight of cement. The tiles shall be laid either through authorized applicator who has laid the APP membrane or by the contractor under the supervision of the authorized applicator of APP membrane. complete all as specified and directed by Engr-in-charges. |
| 48 | M&L for Stone Slab 25 mm to 35 mm thick dressed true and square in one length not less than 60 cm and n exc 120 cm in copings, window cills, chajjas, sunshades, plinth protections etc, punched dressed on exposed faces and self faced on the embedded unexposed beds and joints; exposed edges rounded or chamfered as directd, set, jointed and pointed in cement mortar complete all as specified and directed by Engr-in-charges. |
| 49 | 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 any type of soil complete all as specified and directed by Engr-in-charges. |
| 50 | Removing excavated material (Soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-charges. |
| 51 | Returning , filling in including in spreading , levelling, watering and well ramming in layers.n exc 25 cm complete all as specified and directed by Engr-in-charges. |
| 52 | Demolition and breaking up drain pipes ( AC or reinforced concrete) of internal dia 150mm set in cement mortar of any description including the Demolition of PCC under and haunching etc complete all as specified and directed by Engr-in-charges. |
| 53 | M&L Cement concrete 1:4:8 type D-2 Concrete bed to drain pipes (150mm) including packing under, and haunching against the sides of pipes after they are laid and tested; complete all as specified and directed by Engr-in-charges. |
| 54 | M&L 150mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars including connecting to existing main holes complete all as specified and directed by Engr-in-charges. |
| 55 | M&L for 75mm thick PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed by Engr-in-charges. |
| 56 | M&L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by Engr-in-charges. |
| 57 | M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed by Engr-in-charges. |
| 58 | M&L for pre-cast concrete block as in Kerb Stone (Machine made) with solid blocks Type B1, 1:2:4 (20mm graded stone aggregate) exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge |
| 59 | S&F in repair 32mm PVC waste pipe for sink/WHB complete all as specified and directed by Engr-in-charges. |
| 60 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engr-in-charges. |
| 61 | M&L for 15mm thick rendering in CM 1:6 on stone masonry surfaces finished even and smooth without using extra cement complete all as specified and directed by Engr-in-charges. |
| 62 | M&L for two coats of oil bound distemper on newly plastered walls over a one coat of 1mm thick wall putty over plastered surface to prepare the surface even and smooth and priming plastered and other surfaces with alkali resistant priming paint including preparation of surfaces complete all as specified and directed by Engr-in-charges. |
| 63 | M&L for preparation of newly plastered or unplastered surfaces of walls and applying three coats of white wash complete all as specified and directed by Engr-in-charges. |
| 64 | M&L for 10 mm thick rendering in CM 1:3 on concrete surface as in ceiling and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engr-in-charges. |
| 65 | M&L for preparation of newly plastered or unplastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engr-in-charges. |
| 66 | Material and labour for 15mm thick rendering in two layer, 5mm thick rendering in CM 1:4 mixed with WPC over 10mm thick rendering in CM 1:4 on stone masonry/concrete surfaces/roof projections/chajjas upto the height 7 Mtr complete all as specified and directed by Engineer-in-Charge.Note:- WPC shall be measured and paid separately. |
| 67 | Use and waste of Providing steel scaffolding & formwork etc for supporting RCC Slabs etc for carrying out the rehabilitation works complete all as specified and directed by Engr-in-charges.Note:- The steel scaffolding & formwork etc catered for in the items above is for supporting the RCC members during the period of their structural rehabilitation. The scaffolding & formwork shall not be removed until the RCC members have gained sufficient strength. The decision of GE shall be final conslusive & binding in respect of the extent to which the formwork is to be provided & time of its removal. |
| 68 | Use and waste of Providing steel scaffolding & formwork etc for supporting RCC Beams etc for carrying out the rehabilitation works complete all as specified and directed by Engr-in-charges.Note:- The steel scaffolding & formwork etc catered for in the items above is for supporting the RCC members during the period of their structural rehabilitation. The scaffolding & formwork shall not be removed until the RCC members have gained sufficient strength. The decision of GE shall be final conslusive & binding in respect of the extent to which the formwork is to be provided & time of its removal. |
| 69 | M&L for Makeup lost steel area due to corrosion by providing additional steel reinforcement, confirming to IS 1786:1786-2008, having a minimum yield strength of 500 N/mm2. Anchor the steel rebar in sound concrete body up to desired depth by structural GRADE pure Polyester resin based cartridge filled and applied with appropriate adhesive. Fixing of rebars is to be with pre left binding wires with existing steel at regular grid after aligning concrete profile with new mortar up to existing steel face. complete all as specified and directed by Engr-in-charges. |
| 70 | M&L for Drilling holes for pressure grouting of 25 mm dia., 50 to 75 mm deep in RCC structural members at the intervals of 350 mm in staggered manner or as directed by Engineer-in-charge, cleaning of holes by air blower prior to fixing nozzles, fixing Teflon perforated nozzles in RCC members in cleaned holes by applying thixotropic epoxy mortar to ensure complete sealing and cutting of nozzles by chisel after completion of grouting without damaging structural elements and Application of the products shall be by manufacturer’s authorized applicator and as per manufacturer's specifications. complete all as specified and directed by Engr-in-charges. |
| 71 | Supplying and injecting Low viscous epoxy injection resin for crack injection grouting having Flexural strength of 40N/mm² in 7 days and Compressive strength of 45N/mm² in 1 day, by pressure and using injector with accessories till nozzles refused to accept the grout, all tools and materials complete and as directed by the Engineer-in-charge. Application of the products shall be by manufacturer’s authorized applicator and as per manufacturer's specifications. complete all as specified and directed by Engr-in-charges. Please Enable Macros to View BoQ information |
| 72 | Supplying and injecting Low viscous epoxy injection resin for crack injection grouting having Flexural strength of 40N/mm² in 7 days and Compressive strength of 45N/mm² in 1 day, by pressure and using injector with accessories till nozzles refused to accept the grout, all tools and materials complete and as directed by the Engineer-in-charge. Application of the products shall be by manufacturer’s authorized applicator and as per manufacturer's specifications. complete all as specified and directed by Engr-in-charges. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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