Tender For Repair To Hardstanding, Drain, Footpath, Boundry Wall, Fencing And Gate At Bundela Enclave, Dilbag Enclave, Mes Colony, Mandore And Demolition Of Dilapidated Buildings In Domestic Area Under Age B/R-Ii, Ge (Af) No 2 Jodhpur.
Tender Value
30 Lakhs
Estimated cost
Bid Submission
28 Nov 2026
18 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
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 Repair To Hardstanding, Drain, Footpath, Boundry Wall, Fencing And Gate At Bundela Enclave, Dilbag Enclave, Mes Colony, Mandore And Demolition Of Dilapidated Buildings In Domestic Area Under Age B/R-Ii, Ge (Af) No 2 Jodhpur.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete (un-reinforced) in ground floor or paving of any description of any description and in any position complete all as specified and as directed by Engineer-in-Charge |
| 2 | Demolition of cement concrete reinforced as in roof slab ,beam, chajjas and similar suspended work ( reinforcement cut as required to facilitate demolition) complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Demolition of stone patti as in roof slabs suspended floors, chajjas etc of any thickness jointed in any mortar complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Dismantling cast iron work of any description complete all as specified and as directed by Engineer-in-Charge |
| 5 | 75 mm thick PCC (1:3:6) type C-1 using 20mm graded stone aggregate laid in bays including finishing the top surface of concrete even and smooth, without using extra cement as in plinth protection laid to slope of 1 in 12 and finishing cement concrete surface even and smooth without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounded or chamfering of exposed edges where directed and providing 6 mm thick joint through the thickness of plinth protection duly filled with mastic filling of one part of hot bitumen 85/25 grade and three parts of fine sand(by all weight) complete all as specified and as directed by Engineer-in-Charge. |
| 6 | M&L for 100 mm plain cement concrete type B-2, 1:2:4 (40mm gradedaggregate) as in hardstanding /pavement complete all as specified and as directed by Engineer-in-Charge. |
| 7 | M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade B complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Excavating post holes or similar holes each not exceeding 0.5 Cum getting out in Hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and as directed by Engineer-in-Charge.. |
| 9 | M&L PCC 1:3:6 type C-2 ( with using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed. |
| 10 | Dismantling posts or struts embeded in concrete(wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified. |
| 11 | S&F Mild steel as in fencing posts, struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, drilling, bolting or riveting etc. including necessary welding where required , conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-charge. |
| 12 | S & F Rolled mild steel Framed work 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 & including either hooks & hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails & guides) & hanging; also fastening & fixing complete Fe 290 Gde E-165, complete all as specified and as directed by Engineer-in-Charge. |
| 13 | S & F in repair Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to mild steel fencing posts, any type of standard rails, straining bolts, including securing or tying at cross with and provision of galvanised mild steel wire, staples, or steel pins pins etc, complete, all as specified and as directed by Engineer-in-Charge (each line of wire shall be measured and paid separately) |
| 14 | M&L for Painting to new steel surfaces of any description not otherwise described over 10 cm in width or girth including preparation of surfaces, priming with red oxide zinc chrome primer (one coat) and finishing with two coats of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge. |
| 15 | Supply only GI chain link fencing including line wires any mesh and any size and type to any type of standards rails etc complete all as specified and directed. |
| 16 | Fixing only mild steel galvanized chain link fencing of any wire mesh including line wires and type of standards rails, straining bolts etc. including provision of binding wire and fixing with MS angle iron fencing post complete all as specified and directed.Note:- Supply only chain link fencing shall be measured and paid for separately. |
| 17 | S & F screw bolts (machine made) with hexagonal or sqare heads at one end and screwed the other each screw to be fitted with one hexagonal or square nut length of bolts n exc 10 cm and dia of shank 5-10mm complete all as specified and directed. |
| 18 | S & F in repair razor type concertina coil hot galvanised spring tensile wire fixed on Y shape angle iron having baebed wire and coil having 6 to 8 Rm per coil of 900 mm dia and minimum weight 7.5 KG / Coil etc all as specified and directed |
| 19 | Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 20 | M & L preperation of new steel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint with two coat synthetic enamel paint over a coat of red oxide complete all as specified and directed. |
| 21 | M & L for PCC 1:4:8 type D2 ( Using 40 mm graded stone aggregate) as in sub base complete all as specified and directed. |
| 22 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 23 | Demolition of stone masonary built in cement mortar of any description and in any position not otherwise specifically provided for all as specified. |
| 24 | M&L for walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified and directed |
| 25 | M&L for cement concrete Type B1 (1:2:4) (20 mm graded aggregate) as in coping , benching & kerb or mud stop all as specified and directed |
| 26 | M&l for raised pointing to, to squared rubble masonry, coursed or uncoursed cement mortar 1:3 all as specified and directed |
| 27 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing from site and rubbish off the premises. |
| 28 | M&L for joint free non skid ceramic tiles, coloured, 7 to 8 mm thick in floors etc. (square/rectangular) area of each tile exc. 0.06 sqm but n. exc. 0.11 sqm, set & jointed in neat cement slurry & pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 29 | M&L for glazed ceramic tiles, coloured, 350x250x7mm/450x350x7mm thick on vertical surfaces such as skirtings, dados and risers to steps etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 on stone masonry surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 30 | Taking down chowkhat or frames with shutters (without taking off shutter from the frame) n,exc 1.5 Sqm each complete all as specified and directed . |
| 31 | S & F Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of MS tubes for top & bottom rails, MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width stuck 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 & bottom rail; paneling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing complete all as specified and directed. |
| 32 | S & F solid PVC door frame of size, 50x47mm, made out of 5mm thick plain colour PVC sheet, reinforced with MS square tube fixed with screw/plugs to brick walls complete all as specified and directed. |
| 33 | S&F Stainless steel butt hinges 100 mm size, medium weight , having flap size 100 mm X 58 mm X 1.90 mm thick and dia of hinge pin 5.6 mm fixed with 8 nos stainless steel screws as per IS 12817 of 2013 complete all as specified and directed. |
| 34 | S&F 150 mm size stainless steel barrel tower bolt, with width of barrel 33 mm and thickness 0.70 mm having dia of bolt 10 mm as per IS-15833 of 2009 complete all as specified and directed. |
| 35 | S&F 150 mm Stainless steel handles fabricated type bright finish having metal thickness 3 mm complete fixed with 4 nos stainless stell screws complete all as specified and directed. |
| 36 | Factory made steel windows with side hung shutters including projecting type hinges with steel handle of MS flat 25x5mm and 2 Nos steel tower bolts, 100mm long fixed to shutter complete with and including glazing bars, dovetailed or welded and also including painting the exposed steel surfaces with one shop coat of red oxide Zinc-Chromate primer complete all as specified and as directed by Engineer-in-Charge |
| 37 | Ditto- all as per SI No 36.00 here-in-before but without glazing bars complete all as specified and as directed by Engineer-in-Charge. |
| 38 | S&F stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specifeid |
| 39 | S&F MS framed work such as grills, gratings, hold fast etc with ends of bars shouldered and or riveted or forged into spikes, framed guard bar, barred iron door, ladders, framed balusters, walk way, railings frame work of water tank and similar work confirming to Fe 290 Gde E165 complete all as specified and directed. |
| 40 | M&L for PCC (1:2:4) Ty B-0 using 12.5mm thick course aggregate as in cills, steps, parapets, copings, as in filling of steel chowkats or frames, cills and hold fast etc.complete all as specified and as directed. |
| 41 | Taking down chowkhat or frames with shutters (without taking off shutter from the frame) exc 1.5 Sqm but n exc 4 Sqm each complete all as specified and directed . |
| 42 | S&F 35 mm thick, IInd class hard wood (Bonsum/Hollock) plain, framed, panelled factory made shutters (two panel) with lock rail and panel of 9mm BWP commercial ply or 12mm thick veneered particle board with commercial veneering on both faces. The size of rails and styles as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified & as directed by Engineer-in-Charge. |
| 43 | S & F 35 mm thick 2nd class HW glazed skeleton shutter divided into square with plain chamfered or rounded with sash bars open rebated and prepared to receive glass/gauge etc. with plain chamfered rounded fitted with cut and mitred beads size of members of window, ventilator shutters, etc. are provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.24 (a) and fitted to chowkhat complete all as specified and directed . |
| 44 | M&L Preparation of new or previously untreated wood and wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed. |
| 45 | Taking down shutters of any description exc 1 sqm and not exc 2 sqm each complete all as specified and directed. |
| 46 | S & F in mild steel ordinary door spring closer (Helical door spring) incl roller and roller plate incl fixing to steel frame or to wooden frame complete all as specified and directed. |
| 47 | S&F Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor of 140mm long complete all as specified and directed. |
| 48 | S&F for 3 mm sheet glass ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-Charge |
| 49 | S&F 300 mm size stainless steel sliding bolt, hasp & staple type with 16 mm dia rod, for use with Pad lock, with and including minimum 06 nuts and bolts, 4 on bolt plate and two on staple plate as per IS-15834 (2008) complete all as specified and directed. |
| 50 | S&F in repairs stainless steel curtain rod, high strength MS pipe with powder coated extrusion having outer dia 28 mm including stainless steel fixing brackets all as directed by Engineer-in-Charge. |
| 51 | S&F in repairs stainless steel cap for for 28 mm dia as directed by Engineer-in-Charge. |
| 52 | Taking down cement plaster, terrazzo dado in any thickness from brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc including removal of rubbish, vegetation etc outside complex (MOD land) incl for Third storeyed bldg complete all as specified and directed. |
| 53 | M&L Rendering 5mm thick plastering in cement mortar 1:3 as in ceiling finished even and smooth without using extra cement to match with existing surface incl for Third storeyed bldg complete all as specified and directed. |
| 54 | M & L preparing plastered new surfaces of ceiling and applying three coats of white wash on ceiling surface incl for third storeyed bldg complete all as specified and as directed. |
| 55 | M&L rendering 12 mm thick in cement mortar 1:6 on fair face of brick work/ concrete surfaces (either surfaces) of wall and finished even and smooth without using extra cement incl for Third storeyed bldg complete all as specified and directed. |
| 56 | M & L for preparation of newly putty surfaces of walls and applying two coats of oil emulsion distemper incl for third storeyed bldg complete all as specified and directed. |
| 57 | M&L Rendering 5 mm thick in cement mortar 1:4 over a layer of 10mm thick rendering in cement mortar 1:6 on fair face of brick work/ concrete surfaces of wall with water proofing admixture finished even and smooth without using extra cement incl for Third storeyed bldg complete all as specified and directed. (WPC will be measured and paid separatly) |
| 58 | Supply only liquid water proofing compound complete all as specified and directed. |
| 59 | M&L Preparation of newly plastered surfaces of walls and applying two coats of cement base paint incl for Third storeyed bldg cement base paint over a coat of primer on walls complete all as specified and directed. |
| 60 | Taking up or down 15 mm bore GI tubing and connections including cleaning for re-fixing complete all as specified and directed. |
| 61 | Taking up or down 20 mm bore GI tubing and connections including cleaning for re-fixing complete all as specified and directed. |
| 62 | Dismantling of RCC/ PVC water tanks exc 250 liters and n.exc 500 liters capacity of any condition or type complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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