Tender For maintenance of Completed Scheme Under N/A-Ii Horticulture Zonesub-Head : Repair And Raising Of Boundary Wall With Ms Grill, Renovation Of Rain Shelter By Demolition Of Dilapidated Structure, And Other Miscellaneous Works At Baba Khimman Si
Tender Value
24.45 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
1 days left
EMD
48911
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
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for maintenance of Completed Scheme Under N/A-Ii Horticulture Zonesub-Head : Repair And Raising Of Boundary Wall With Ms Grill, Renovation Of Rain Shelter By Demolition Of Dilapidated Structure, And Other Miscellaneous Works At Baba Khimman Singh Park, Ashok Vihar, Under Hcd-5/Dda.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 2 | In cement mortar |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 5 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metre lead as per direction of Engineer - in- charge. |
| 7 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 8 | 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. |
| 9 | All kinds of soil. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 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) |
| 12 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 13 | From brick work in cement mortar |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) (old brick to be provided free of cost by the department) |
| 18 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm 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 as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). |
| 19 | Forming groove of uniform size 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 : |
| 20 | (a)15 mm wide and 15 mm deep groove |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 22 | a) Foundations, footings, bases for columns. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 24 | 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) |
| 25 | Taking out of M.S grill over existing boundary wall including stacking of serviceable material and disposal ofunserviceable material with in 50 mtr lead.(dismentling of c.c blocks paid separately) |
| 26 | Refixing of M.S grill over existing boundary wall as per direction of Engineer -in charge (M.S grill shall be provided free of cost by department) (Payment of C,C blocks to be paid for seperately) |
| 27 | 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. |
| 28 | (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 29 | 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. (a) Hot finished welded type tubes |
| 30 | Cast iron work 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 and as directed by engineer-in-charge. (a) Top railing (Freize) |
| 31 | Cast iron work 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 and as directed by engineer-in-charge. (a) Bottom railing (Base Panel) |
| 32 | Cast iron work 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 and as directed by engineer-in-charge. (a) Corner railing (Spandrel) |
| 33 | Cast iron work 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 and as directed by engineer-in-charge. (a) In Capital |
| 34 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). |
| 35 | Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). |
| 36 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.(a) Red Sand Stone |
| 37 | Red sand stone slabs 30 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 |
| 38 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 39 | Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade : |
| 40 | One or more coats on old work |
| 41 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 42 | Two or more coats on new work. |
| 43 | 12 mm cement plaster of mix : |
| 44 | 1:6 (1 cement: 6 coarse sand) |
| 45 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 46 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 47 | Providing double stand plastic branded dustbin manufactured from standard manufacturer like Neelkamal or equivalent with the following criteria. Size:-800x800mm(T) X 600x600mm(B) X 900mm (Ht.) (Approx.) Main frame:- made of branded square pipe with high standard wire gauge & Tensile strength. Capacity-60 Ltr. each (Pair of 2 nos. dustbins)Components:- Srews & Hinges to be used and at the contact points to enchance its security.Accessories:- All nut & bolts, hinges as per IS stanbdards approved & used for assembly will be ISI approved of Galvanized iron/ MS with High tensile strength. Colour:- Blue + Olive Green. Paint:- All assembly should be painted with anti-corrosive paint to give smooth surface to the assembly. The work should be executed as per direction of Engineer-in-Charge. |
| 48 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto1.5 m. |
| 49 | All kinds of soil. |
| 50 | Lettering with black Japan paint of approved brand and manufacture |
| 51 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 52 | Credit to Depertment against disposal of old steel bars obtained from site |
| 53 | Disposal of moorum/building rubbish/malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-Charge.Note:1. The item shall be paid only after verification of the dumping slip along with payment of dumping charges from the authorised municipal dumping yard.2. The area may have directions for restricted hours for movement/plying of load carrying motor vehicles of 3.5 Cum or more. 3. The malba may be spread/scattered over an area where, even manual carriage or excavation is needed Whatsever depending on case to case basis.4. Malba must be cleared within 48 hours of the issued direction (minimum 3 trips or 24 Cum or 50 MT) after issue of direction.5. Dumping charges shall be paid only after verification from the dumping yard on actual basis through hand receipts. |
| 54 | 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 the cost 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. (a) 2 mm thick flat |
| 55 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 56 | Total= ₹ 24,44,289.00 |
| 57 | After GST Correction Factor of 0.973 \\"A\\" =₹ 23,78,293.00 |
| 58 | Total (DSR Items: Except non DSR Item no. 19, 20, 21, 22, 32 & 36 ) \\"B\\" =₹ 23,04,599.00 |
| 59 | Total after applying GST Correction Factor @0.973 ON DSR Items (\\"C\\" = \\"B\\" * 0.973) =₹ 22,42,375.00 |
| 60 | Cost Index@ 3% (\\"D\\" = 3% * \\"C\\") |
| 61 | G. Total ( i/c GST Correction and CI on DSR Items and Non DSR itmes) (\\"E\\"=\\"A\\"+\\"D\\") =₹ 24,45,564.00 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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