Tender For maintenance of Completed Scheme Under Na-Ii (Horticulture Zone).Sub Head :- Repair And Maintenance Of Rain Shelter Under The Jurisdiction Of Hcd-7 (Sd-I).
Tender Value
27.95 Lakhs
Estimated cost
Bid Submission
07 Oct 2026
7 days left
EMD
55908
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for maintenance of Completed Scheme Under Na-Ii (Horticulture Zone).Sub Head :- Repair And Maintenance Of Rain Shelter Under The Jurisdiction Of Hcd-7 (Sd-I).
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a)1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade :a) Two or more coats on new work |
| 4 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work |
| 5 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.A)In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 6 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 7 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 8 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 9 | Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 10 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :a)Ridges plain (500 - 600mm) |
| 11 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 12 | Providing and fixing floral and ornamental design cast iron fringe properly casted disc grinded and pin grinded with smooth surface finish having length of 3000 mm (approx.) and height 275 mm and having weight 15 kg (approx.) fringe properly welded to the column / pillar of 200mm dia and also welded its top & bottom portion with MS tubular section, welding works and other works to be arranged by the contractor. complete fringe shall be spray primered and painted with enamel paint of approved colour and brand complete as per direction of Engineer-in-charge (Payment of M.S. tubular section shall be paid separately). |
| 13 | Providing & fixing floral and ornamental design cast iron spandrel having horizontal width of 475 mm and height 400 mm and having weight of 3 kg (approx.) each, properly casted, disc grinded and pin grinded for smooth surface finish. Each spandrel welded to the columns / pillar below the fringe. Electricity for welding and grinding works to be arranged by the contractor at his own cost. Complete spandrel shall be spray primered and painted with enamel paint of approved colour and brand all complete as per drawing and direction of Engineer-in -charge. |
| 14 | Providing and fixing floral and ornamental design cast iron base panel as per designs / drawings having height of 750 mm, length of 3000 mm (Approx.) and having weight 75 kg (approx.) each. Each cast iron panel having mild steel tubular section at the top & bottom of the frame welded to it and subsequently welded to the column/pillar at both ends with proper grinding of welding marks, electricity for welding and other works to be arranged by the contractor at his own cost, panel proper finished with fillers, spray primered and painted with enamel paint of approved colour and brand all complete as per approved drawing and direction of Engineer - in - charge. (Payment of M.S. tubular section shall be paid separately). |
| 15 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:a) G.S. Sheet |
| 16 | Cleaning and sanding the existing bamboo mat corrugated sheets on the bottom side using suitable grit sandpaper to remove the chipped, peeled, and deteriorated existing coating and to obtain a smooth and even surface. Thereafter, applying 3 (three) coats of Exterior Grade Transparent Polyurethane Coating, mixed in the manufacturer's recommended 1:1 ratio, using Asian Paints / Berger Paints / Pidilite or approved equivalent make. The work shall include proper surface preparation, cleaning of dust after sanding, and application of each coat after the previous coat has dried sufficiently, complete in all respects, as per the manufacturer's specifications and the directions of the Engineer-in-Charge. |
| 17 | Cleaning and sanding the top surface of existing bamboo mat corrugated sheets using sandpaper of suitable grit to remove all loose, chipped, and deteriorated coating and to make the surface smooth and even, followed by the application of new Exterior Grade Polyurethane Coating in the mixing ratio of 1:1, in three coats, with coloured finish (as approved by the Engineer-in-Charge), using Asian Paints, Pidilite, or equivalent approved make, complete in all respects as directed by the Engineer-in-Charge. |
| 18 | Rubbing and polishing kota stone slab flooring already laid, with machine fitted with the finest grade grit blocks including washing the suface and making the surface uniform and defect free as per direction of Engineer-in-Charge. |
| 19 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding thecost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured.They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick flat |
| 20 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 21 | 12 mm cement plaster of mix : a)1:6 (1 cement: 6 coarse sand) |
| 22 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 23 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. A)All kinds of soil. |
| 24 | Deduct on account of the disposal of dismantled old TMT bars/GI Pipe Sections/Mild steel sections (including MS hollow tubular sections)/Angle section / T-iron frame as per the direction of the Engineer-in-Charge. Nothing extra shall be paid on account of cutting/dismantling, any loading/unloading, transporting & weighing of the scrap steel etc.) |
| 25 | Modified Estimated Cost for item no. 1 to 24 after using Correction factor on DSR 2023 on account of GST@ 0.973 i.e. Rs. 2789314/- (total estimated cost is to be reduced by 2.7% accordingly) |
| 26 | Add Cost Index @3% on all DSR items i.e. Rs. 2714003.00 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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