Tender For Repair To Boundary/ Compound Wall, Wpc Fencing, Hard Standing And Pathway In Various Location In The Area Of Age B/R-Ii Under Ge (East) Delhi Cantt-10
Tender Value
49 Lakhs
Estimated cost
Bid Submission
24 Oct 2026
6 days left
EMD
98000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Boundary/ Compound Wall, Wpc Fencing, Hard Standing And Pathway In Various Location In The Area Of Age B/R-Ii Under Ge (East) Delhi Cantt-10
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed. |
| 2 | M&L for brick work with sub class 'B' straight or curved on plan exc 6m mean radius and built in CM 1:6, complete all as specified and directed. |
| 3 | Brickwork with sub-class `B' brick straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and as directed. |
| 4 | Taking down cement plaster on brick walls etc including raking out joints hacking for key scrubbing down with water etc all as directed. |
| 5 | Rendering 15mm thick in cement mortar 1:4 on fare faces of brick work or concrete surfaces and finished the surface even and fair without using extra cement complete all as specified. |
| 6 | M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified (Payment for providing grooves shall be made separately). |
| 7 | Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge |
| 8 | M&L for prepration of newly plastered / concrete surfaces of wall and applying two coats of weather proofing exterior acrylic emulsion paint premium quality on wall surfaces over one coat of primer from the same manufacturer complete all as specified and directed. |
| 9 | M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over one coat of primer all as specified. |
| 10 | Dismantling AC Sheets/CGI Sheets corrugated in roof coverings including ridges all as specified and directed |
| 11 | S&F Pre painted coloured galvalume aluminium Zink coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 MPA as in roof covering / Cladding to wall, fixed with self tapping screws as specified. |
| 12 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridges, hips, valley gutters & fixed with self tapping screws as specified. |
| 13 | Dismantaling posts/struts (wood/steel or R.C.C.) any section including taking out embeded portion and making good disturbed ground and dismanteling of PCC in base fdn all as directed by Engr-in-Charge. |
| 14 | Dismantling fencing wire mesh, barbed wire any type as directed by Engineer - in - Charge. |
| 15 | Excavation in post hole each not exc 0.50 Cum getting out returning filling in and ramming earth around in layers not exc 25cm watering and removed surplus soil to a distance not exc 50m in soft/ loos soil. |
| 16 | S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165. |
| 17 | M&L for PCC type B-2 (1:2:4) (using 40mm graded stone aggtts) as in mass filiing to posts of fences foundation etc all as directed by Engr-in-Charge. |
| 18 | S&F in repair Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured). |
| 19 | S&f Mild steel round bars 10mm dia and over, cut to length, bent to shape required, for securing chain link fencing 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 (Fe-410W GdeE-250). |
| 20 | Supply only Chain link MS galvanisd fencing, not exceeding 4 kg per sqm any size or type complete all as specified and directed. |
| 21 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc.including provission of binding wire complete all as directed. |
| 22 | Supply, laying and fixing of galvanised punched tape concertina coil of 600mm diameter of each round/roll, complete having glavanised spring steel core wire 2.5mm dia cold drawn steel, galvanised, punched of low carbon steel having series of sharp barbs uniformly punched alongwith its length 550 Nos, barbs on periphery per revolution, crimped on steel spring core wire (stretchable length 12 meter Appx) weight 7.00 kg of each coil all as complete, incl dismantling of existing coil of any type all as specified and directed by Engr-in-Charge. |
| 23 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 24 | M&L for Mild Steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc of Gde Fe-290, 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. |
| 25 | Preparation of new steel and iron surfaces of any description over 10cm in width or girth , priming with a coat of red oxide primer and applying two coats of synthetic enamel paint complete all as specified and as directed. |
| 26 | Demolition in cement concrete of cement concrete in ground floor and paving not exc. 15 cm thick below or above ground level complete all as specified and as directed. |
| 27 | M&L for Cement concrete type B-2 (1:2:4) (using 40mm graded stone aggregate) in surface channels and drains |
| 28 | M&L for Providing cement concrete type B-0 (1:2:4) using 12.5mm graded stone aggregate in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 29 | M&L 75mm thick PCC (1:3:6) type C2 (using 20mm stone aggregate) as in floors/pavings /plinth protection etc, finished even and fair with out using extra cement complete all as specified and directed. |
| 30 | M&L for 100 mm thick PCC (1:4:8) type D-2, using 40mm graded stone aggregate as in sub base to floor complete all as specified and directed by Engineer-in-Charge. |
| 31 | M&L for 55 mm thick PCC (1:2:4) type B-1, using 20mm graded aggregate complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L sand stone kerb of roughly squared stones of size 20cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush etc complete all as specified and directed by Engineer in Charge. |
| 33 | M&L for preparation of new stone/ concrete surface of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paints over priming paint plaster complete all as specified and directed. |
| 34 | M & L for PCC 1:3:6 type C-2 (Nominal mix) using 40 mm graded stone aggregate as in foundation filling and similar work complete all as specified and as directed. |
| 35 | M&L for cement concrete type B-2 1:2:4 (using 40mm graded aggregate) as in post holes, complete all as specified and as directed. |
| 36 | Demolition of Stone slabs and tiles laid, bedded and pointed in any description or thickness in floors, aprons etcrubbish off the premises complete. |
| 37 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed. |
| 38 | M&L for Vitrified ceramic tiles ultra charged (dark shade) 9-10mm thick (square/rectangular) area of each tile exc 0.42 sqm but not exceeding 1.00 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and incl screed bed or bedding layer of mortar 15mm thick for laying floor finishes in CM (1:4) complete all as specified |
| 39 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, 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 by Engr-in-Charge. |
| 40 | Description all as above item No 39.00 but 60 mm thick paver block of M-35 Grade complete all as specified and directed by Engineer-in-Charge. |
| 41 | M&L Pre polished coloured Chequered cement concrete tiles 300mm x 300mm x 25mm thick, set, jointed with coloured cement and pigment and pointed in neat cement slurry in floors, pavements etc over and incl 20mm thick CM 1:6 complete all as specified and directed. |
| 42 | M&L Marble work 15 to 18 mm thick (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like over and incl 15mm thick screed bedding layer in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade incl moulding the edges etc complete all as specified and directed. |
| 43 | M&L for 100mm thick Ready Mixed Cement Concrete (M-25) as stamped/imprinted decorative concrete flooring of approved design, pattern and colour, using concrete of specified grade and thickness, including preparation and compaction of sub-grade/base, providing and laying concrete, levelling and finishing, application of approved colour hardener/pigment and release agent, imprinting of approved pattern by suitable stamping moulds while concrete is in plastic condition, formation of required grooves/joints, edge detailing and necessary touch-up, curing, cleaning and washing of surface after setting, application of two coats of approved quality concrete sealer/protective coating, complete in all respects including all materials, labour, tools, plant, scaffolding, leads and lifts, and all incidental operations as specified and directed by the Engineer-in-Charge. |
| 44 | M&L for providing precast cement concrete louvers and jallies, 35 mm thick type B-0 1:2:4 (using 12.5mm graded stone aggregate) (measured solid) including all moulding and necessary form work and set in cement mortar 1:4 fixed in repairs complete all as specifed and as directed. |
| 45 | S&F 18mm solid WPC (Wood polymer Composite) jali with frame fixing on wall or wall cladding, combining WPC board with frame of MS squar tube 40x40mm & 5mm thick, 100% Solid WPC Jali of required length and width, comprising of virgin PVC resin of K Value 58-60 (Suspension Grade), Calcium Carbonate and natural fibers (Wood Powders/ rice husk/ wheat husk) and Non toxic additives, made from single Extrusion process, WPC foam board with having minimum density 600 kg/cbm and WPC frame with having minimum density 650 kg/cbm manufactured as per an ISO 9001-2015 Certified Company, having good screw holding capacity (Screw Withdrawal strength of 2000 N (Face) & 1100 N (Edge), Minimum Compissive of 50 N/mm2, Modulus of elasticity 850N/mm2 and resistance of spread of flame of Class A category with Property of being Termite/ Borer Free.Water/ Moisture Proof and Fire Retardant. For WPC Railing WPC Jali to be fixed with wpc frame of size 75x45mm with necessary supporting lengths at vertical as well as horizontal. At wall frames to be fixed with 100x8 fastners to support vetically frame lengths including all fixing assecerories, moulding, corner beads including dismantling of existing wall WPC complete all as specified and as directed by Engr-in-Charge. (Make- rajshree or equivalent) |
| 46 | Disposal of building rubbish/malba, similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading and disposal at an approved Municipal dumping ground outside Defence land (MoD land), for all leads and all lifts, complete all as specified and as directed by the Engineer-in-Charge.Notes:1. Photographic Evidence: The contractor shall submit clear photographic evidence in support of disposal of building rubbish/malba, similar unserviceable, dismantled or waste materials, indicating the condition of the site before loading, during transportation and after unloading at the approved Municipal dumping ground. The photographs shall preferably be geo-tagged and date-stamped and shall form part of the record for verification and payment purposes. 2. Certification by Engineer-in-Charge: Completion of whole work in this BOQ shall be deemed to have been achieved only after certification by the Engineer-in-Charge that no building rubbish/malba, similar unserviceable, dismantled or waste materials have been left at the site and that the site has been thoroughly cleared and cleaned to his satisfaction. 3. Each load shall comprise a minimum carrying capacity of 5.00 cubic metres (Cum). Payment under this item shall be made on a per-load basis for loads conforming to the above minimum capacity and duly verified by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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