Tender For Provn Of Pathway Incl Toilet Block For Oat (Open Area Theatre) At Niwaru Mil Stn Under Ge Jaipur
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 Sep 2026
14 days left
EMD
86400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Provn Of Pathway Incl Toilet Block For Oat (Open Area Theatre) At Niwaru Mil Stn Under Ge Jaipur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Aug-2026 | Corrigendum No 1 | Date | 07-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Surface dressing n exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed. |
| 3 | M&L hardcore of Broken stones or Boulders of gauge n. exc 63 mm, deposited spread and levelled in layers n exc 15 cm thick watered and rolled /rammed to a true surface complete all as specified and as directed. |
| 4 | M&L 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in subbase of floor complete all as specified and directed. |
| 5 | M&L sand filling with graded course sand under floors or in foundations including watering, spreading and levelling in layers complete all as specified and as directed. |
| 6 | S&F factory casted 80mm thick machine pressed precast concrete coloured designer polished (rubber moulded coloured interlocking tiles with glossy finish) interlocking paver blocks of grade M-40 conforming to IS 15658-2006 of shape and size as directed with grey cement and pigment with coloured top casted in an automatic plant working on vibration and simultaneous hydraulic compression from top, laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified and directed by Engineer-in-Charge.Note :- Shape & Colour of pver blocks shall be as approved by GE. |
| 7 | Providing and fixing precast cement concrete in 1:2:4 type B1 usng 20mm graded stone aggregate solid building blocks or slabs of size 400mm x300mm x 100mm thickk (with plain or interlocking joints as directed) setting in cement mortar 1:4,complete all as specified and as directed. |
| 8 | M&L 50mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in subbase of floor complete all as specified and directed. |
| 9 | M&L preparation of new concrete/ brick/stone surfaces of kerb stone of any description over 10cm width or girth not otherwise described and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed. |
| 10 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. |
| 11 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. |
| 12 | Removing excavated material to a distance exc 250 m but n. exc 500m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. |
| 13 | M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in as in foundations, filling and mass concrete complete all as specified and directed. |
| 14 | M & L for 40mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) Damp proof course to horizontal or vertical surfaces including necessary formwork and finishing the surface even and smooth complete all as specified and directed |
| 15 | Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat with fair finished surfaces of concrete complete all as specified. |
| 16 | Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions of Square,rectangular or polygonal with rough finished surfaces of concrete complete all as specified. |
| 17 | Use & waste of formwork to chullah hoods, chajjas, troughs and similar items(horizontal or vertical) including edges with rough finished surfaces of concrete complete all as specified. |
| 18 | Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. with rough finished surfaces of concrete complete all as specified. |
| 19 | Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, n exc 200mm thick (Horizontal or sloping) for fair finished flat surfaces of concrete complete all as specified and directed. |
| 20 | Use and waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n.exc 20cm wide for fair finished surfaces all as specified and directed. |
| 21 | M & L for RCC nominal mix 1:2:4 type B1 (using 20mm graded stone aggregate) as 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 and as directedNote : Reinforcement & formwork shall be measured and paid for separately. |
| 22 | M & L for RCC nominal mix 1:2:4 type B1 (using 20mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.Note : Reinforcement & formwork shall be measured and paid for separately. |
| 23 | M & L for RCC nominal mix 1:2:4 type B1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed.Note : Reinforcement & formwork shall be measured and paid for separately. |
| 24 | M & L for RCC nominal mix 1:2:4 type B1 (using 20mm graded stone aggregate) as in chajjas complete all as specified and as directed.Note : Reinforcement & formwork shall be measured and paid for separately. |
| 25 | M & L for RCC nominal mix 1:2:4 type B1 (using 20mm graded stone aggregate) as in slab supported on walls , beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.Note : Reinforcement & formwork shall be measured and paid for separately. |
| 26 | M&L for brick work with sub-class 'B' bricks (old size), straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and directed. |
| 27 | M&L for brick work with sub-class 'B' bricks (using old size bricks ), straight or curved on plan to any radius in half brick thick walls built in In cement mortar 1:4 complete all as specified and directed |
| 28 | M & L for rendering 15mm thick in CM 1:6 on fair faces of brick masonary or concrete surface, finished even and smooth w/o using extra cement complete all as specified and directed. |
| 29 | M & L for rendering 15mm thick in CM 1:4 on other than fair faces of brick masonary or concrete surface, finished even and smooth w/o using extra cement complete all as specified and directed. |
| 30 | M & L for rendering 5mm thick in CM 1:3 on ceiling and soffit of slabs complete all as specified and directed. |
| 31 | M&L Mild steel TMT bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as directed and specified. |
| 32 | ,--- ditto--- all as per srl item No. 31 above but TMT bar of 6 to 8mm dia complete all as directed and specified. |
| 33 | Material and labour for prepration of new plastered or unplastered surfaces of wall and applying three coat of white wash complete all as specified and directed. |
| 34 | Material and labour for prepration of new walls and applying two coats of cement base paint over a coat of alkali resistant primer on wall etc, complete all as specified and directed. |
| 35 | Material and labour for prepration of new surfaces plastered or unplastered ceiling and applying three coat of white wash complete all as specified and directed. |
| 36 | M&L for 75 mm thick PCC 1:4:8 Cement concrete type D- 2, (40mm graded aggregate) as in subbase of floor complete all as specified and directed. |
| 37 | M&L for 40 mm thick PCC 1:2:4 Cement concrete type B- 2, (40mm graded aggregate) asin subbase of floor complete all as specified and directed. |
| 38 | Supplying, laying, jointing and testing 150 mm bore reinforced cement concrete pipes, class NP-2 with collars including M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe complete all as specified and directed by Engineer-in-Charge. |
| 39 | M&L for construction of Septic Tank for 50 users as shown on drawing No. CEJZ/2002/TD/S-2 complete all as specified and as directed by Engineer-in-charge.Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, RCC in foundation shall be M-20 (Nominal Mix) over lean concrete (1:3:6) using 40mm graded stone aggregate over brick hard core, all PCC shall be M-20 (Nominal Mix) using 20mm graded stone aggregate, all RCC work shall be M-20 (Nominal Mix), brick work shall be in CM 1:4, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided. Other details shall be as shown on drawings & as specified in particular specifications. |
| 40 | Material & labour construction of Soak Well for 10 to 25 users as shown on drawing No. CEJZ/2044/TS/S-35 complete all as specified and as directed by Engineer-in-charge.Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, brick work shall be in CM 1:4, over burnt brick bats shall be used for filling, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in foundation, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in plinth protection, 1.50m long 150mm bore cast iron sand cast inlet pipe shall be provided and slab shall be Precast RCC (1:2:4). Other details shall be as shown on drawings & as specified in particular specifications. |
| 41 | M&L for non skid ceramic joint free coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge. |
| 42 | M&L for glazed ceramic tiles (coloured) 300mm x 450mm x 7-8mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge. |
| 43 | M&L for preparation of new wooden surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-charge. |
| 44 | M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed by Engineer-in-charge. |
| 45 | S&F 3mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge. |
| 46 | S&F factory made steel ventilator with top hung shutter including hinges, steel peg stay, handle including one shop coat of Zinc Chromate primer and cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified and directed by Engineer-in-charge. |
| 47 | S&F factory made solid PVC door frame of size 50mm x 47mm made out of 5mm thick plain colour PVC sheet reinforced with MS square tube complete all as specified & shown in relevant drawing of item No. 08095 in MES Schedule (Part-II) and directed by Engineer-in-Charge |
| 48 | S&F 30mm thick factory made solid core PVC door shutter (style) consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frame shall be covered with heat moulded plain colour PVC sheet, 'C' channel having PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in mild steel frame welded/ sealed to the styles and rails with suitable PVC sheet beading and joined together with solvent cement, complete, all as specified & shown in relevant drawing of item No. 08080 in MES Schedule (Part-II) and directed by Engineer-in-Charge.S&F 30mm thick factory made solid core PVC door shutter (style) consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frame shall be covered with heat moulded plain colour PVC sheet, 'C' channel having PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in mild steel frame welded/ sealed to the styles and rails with suitable PVC sheet beading and joined together with solvent cement, complete, all as specified & shown in relevant drawing of item No. 08080 in MES Schedule (Part-II) and directed by Engineer-in-Charge. |
| 49 | S&F 200 mm long aluminium anodised tower bolt of extruded section complete all as specified & directed by Engineer-in-Charge. |
| 50 | S&F 100mm size mild steel butt hinges cold rolled medium weight (ISI marked) complete all as specified & directed by Engineer-in-Charge. |
| 51 | S&F 300mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified & directed by Engineer-in-Charge. |
| 52 | S&F 150mm long extruded aluminium handles, anodised, fabricated type (ISI marked) complete all as specified and directed by Engineer-in-Charge |
| 53 | S&F 35 mm thick factory made plain framed, second class hardwood, panelled shutter (any number of panels) with lock rail and panel of 9mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces. The size of rail and styles as per IS : 1003 (Part-I), kiln seasoned and chemically pressure treated using second class Hard Wood (Hollock or Bonsum) complete all as specified and directed by Engineer-in-charge. |
| 54 | M&L for framed work conforming to Fe 410W (Gde E-250) quality A as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed |
| 55 | S&F 15mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge. |
| 56 | S&F 20 mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge. |
| 57 | M&L for 75 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed.Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item |
| 58 | S&F in repair vitreous china wash basin white, flat back of size 630x450mm including including a pair of cast iron brackets embedded in PCC 1:3:6 type C-1 blocks of size 10 x 7.5 x15 cm with & including 32 mm dia PVC waste pipe, 32mm dia PTMT waste coupling half or full thread (minimum wt 45 grms) flange end bedded in red lead cement & other end fixed to waste pipe, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-Charge. |
| 59 | M&L for 20mm thick Granite (of any type) slab of approved shade as in cooking platforms, steps, jambs, pillars, window cills and the like etc, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match with shade of Granite stone including cutting, grinding and polishing (mirror polish i.e. full granite polish as per local trade practice) over & including 15mm thick screed bed (bedding layer) in CM (1:6) complete all as specified and directed by Engineer-in-charge.Note : The exposed edges of granite stone slab shall be made full round & polished to mirror finish and rate quoted shall deemed to include this provision. |
| 60 | S&F 600mm x 450mm beveled edge looking mirror of selected quality glass not less than 5.5mm thick, mounted on 6mm thick commercial plywood including PVC moulded framing and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer-in-charge. |
| 61 | S&F15mm dia stop cock cast copper alloy, angular type with, chromium plated long shank and cup with crutch or butterfly handle screwed down high pressure, screwed both ends for iron pipe complete all as specified & directed by Engineer-in-charge. |
| 62 | S&F fancy type pillar tap, cast copper alloy with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shankS&Fly nuts, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-charge. |
| 63 | S&F 15 mm bore bib tap, cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge. |
| 64 | S&F vitreous china wash down water closet pan (Pedestal pattern), white including connection to drain (or outgoing pipe) and to flushing pipe, anti-sypohonage pipe etc. & with plastic WC seat cover white closed pattern with flat bottom and cover and mild steel chromium plated or aluminized hinging device complete all as specified & as directed by Engineer-in-charge. |
| 65 | S&F 10 litre capacity PVC valveless symphonic action type low level flushing cistern (ISI marked) including 32 mm dia PVC flush pipe connected to water closet with inlet, ball valve, float and handle complete all as specified and directed by Engineer-in-charge. |
| 66 | S&F brass chromium plated tubular towel rail 20mm dia; 'D' type, 600mm long between flanges fixed to plug with chromium plated brass screws including wooden or plastic cleat complete all as specified and directed by Engineer-in-Charge. |
| 67 | S&F 450mm long PVC connection suitable for 15 mm bore with PTMT nuts on both sides complete all as specified and directed by Engineer-in-charge. |
| 68 | S&F 110mm bore PVC (SWR) pipes single socketed in any length jointed with adhesive fixed to walls , laid In trenches or in floors complete all as specified and as directed by Engineer-in-charge. |
| 69 | S&F 75mm bore PVC (SWR) pipes single socketed in any length jointed with adhesive fixed to walls, laid In trenches or in floors complete all as specified and as directed by Engineer-in-charge. |
| 70 | S&F 110 mm bore PVC (SWR) bends any radius jointed with adhesive with oval access door complete all as specified and as directed by Engineer-in-charge. |
| 71 | S&F 75 mm bore PVC (SWR) bends any radius jointed with adhesive with oval access door complete all as specified and as directed by Engineer-in-charge. |
| 72 | S&F 75mm bore PVC (SWR) vent cowl complete all as specified and directed by Engineer-in-Charge |
| 73 | S&F 110mm bore PVC (SWR) junction,single (single T) equal or unequal complete all as specified and directed by Engineer-in-Charge\\" |
| 74 | S&F rotational moulded polyethylene water storage tank ISI Marked (cylindrical vertical with closed top) hoisted and fixed in position of capacity 500 litres including PTMT float valve ball valve and flynut screwed for 20 mm dia GI pipe, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 1.50 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 1.30 metre long fitted with tee at the end of air vent pipe (All GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge. |
| 75 | S&F 100mm 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 |
| 76 | S&F vitreous china half stall type, flat back urinal of size 535 x 340 x 355mm, with grating and union for discharge pipe (excluding flushing cistern, flush and waste pipe) white including providing & fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with & including 60 mm long brass screws, pointing around urinal back in cement, with & including PTMT grating and union for discharge pipe, chromium plated urinal spreader including waste pipe of polythelene of low or high density or PVC 32mm dia complete all as specified and directed by Engineer-in-charge. |
| 77 | S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed by Engineer-in-Charge |
| 78 | M&L for Vitreous china urinal partition white of size 310x700 mm complete all as specified and directed |
| 79 | S&F health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified. |
| 80 | M & L for brick protection with old size sub class 'B' bricks laid flat, length of bricks across the route of underground cable including taking out old bricks all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 81 | M & L for brick protection with old size sub class 'B' bricks laid flat, length of bricks across the route of underground cable including taking out old bricks all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 07, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 14 daysSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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