Tender For Landscaping Development And Cleaning Of Gabion Structures At South End Road Drain (Nala) Area, Iit Delhi.Sub Head - Horticulture And Civil Work.
Tender Value
63.54 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
6 days left
EMD
1.27 Lakhs
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
Contact Person
Address
Project Description
Tender for Landscaping Development And Cleaning Of Gabion Structures At South End Road Drain (Nala) Area, Iit Delhi.Sub Head - Horticulture And Civil Work.
BOQ
| Sl. No. | Item Description |
| 1 | BY MECHANICAL TRANSPORT INCLUDING LOADING,UNLOADING AND STACKING |
| 2 | 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 upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 3 | 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. |
| 4 | In cement mortar |
| 5 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 6 | of area 3 sq. metres and below |
| 7 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 8 | G.S. Sheet |
| 9 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 10 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge: |
| 11 | All kinds of soil |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer in-charge |
| 13 | All kinds of soil |
| 14 | 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 upto 1.5 m. |
| 15 | All kinds of soil. |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 17 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 18 | 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) |
| 19 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 20 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 22 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 27 | 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 |
| 28 | Hot finished welded type tubes |
| 29 | 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. |
| 30 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 31 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm 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 12 metre 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. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 33 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 34 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. |
| 35 | White sand stone |
| 36 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 37 | 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. |
| 38 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 39 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. |
| 40 | Made of G.I. wire of dia 4 mm |
| 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 | Supplying at site : |
| 44 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). |
| 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 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 48 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 49 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. |
| 50 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 51 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : |
| 52 | Moorum |
| 53 | Stone aggregate 20 mm nominal size |
| 54 | Stone aggregate 40 mm nominal size |
| 55 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 56 | Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-charge. |
| 57 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 58 | Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material, lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed |
| 59 | Providing and stacking Syngonium miniature dwarf of height 15 cm to 20 cm with 2 to 3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm and as per direction of the officer-in-charge. |
| 60 | Providing and stacking Wadelia trilobata, full of leaves in Poly Bag and as perdirection of the officer-in-charge |
| 61 | Providing and Stacking Vermicompost Bag (50 Kg), as per directions of the Engineer-in-Charge. |
| 62 | Providing and Stacking Ornamental Grass spp. Like Lemon Grass, Vetiver Grass, Citronella Grass, Purple Fountain Grass, Pampas Grass, Natal grass halfa grass etc. ht. 30 cm with multi branches in Poly bag of size 20 cm, as per directions of the Engineer-in-Charge. |
| 63 | Supplying JCB 3D at hire charges with operator, fuel, etc. for excavation, making approach, loading & unloading of excavated stuff of natural nallah in to dumpers where direct loading of the excavated stuff in dumpers by excavator is not possible due to approach constraints, all as directed by the Engineer-in-Charge. |
| 64 | Providing trucks/dumpers of minimum 4 MT capacity with operator, helper, fuel, lubricants, loading/unloading, transportation and other incidental charges, including JCB for loading, for transportation and disposal of excavated silt, sludge, vegetation and other waste materials from natural nallah to MCD-authorized dump yard or other designated location, up to 10 km lead (one-way aerial distance), as directed by the Engineer-in-Charge. (No separate payment shall be made for JCB operation/hours. Payment shall be made per trip of dumper/truck.) |
| 65 | Job work of deploying 03 Nos. manpower (per day ) for cleaning of open storm-water channel after diversion of water, including removal of floating materials, accumulated silt/sludge, garbage, loose stones, weeds, unwanted vegetation and other deposits from channel bed and side slopes, including collection, lifting, carrying, loading and transportation of removed materials up to 10 km lead (one-way aerial distance) to MCD dump yard or other designated location, complete with necessary T&P, tools, tackles, dewatering assistance, PPE, safety precautions and required permissions, all as directed by the Engineer-in-Charge. |
| 66 | Providing, deploying and operating high-pressure water jet pressure machine for cleaning of accumulated silt, sludge, mud and debris from the entire pukka nallah made of stone gabion structure (open storm-water channel), including necessary manpower, hoses, accessories, placing/shifting of machine/pump from one location to another as required, and all incidental works, complete as directed by the Engineer-in-Charge. PPE and necessary safety equipment shall be provided by the contractor as per safety norms. all as directed by Engineer in charge. |
| 67 | 1 Nos. high-pressure water jet pressure machine |
| 68 | Providing, placing , fixing and operational at site diesel de-watering sludge pumps, delivery to the nearest disposal location upto maximum distance of 250.0 mtr of suitable diameter including hire charges of pump, fittings cost of diesel and other consumables including manpowers for maintance and placing & shifting of pump from one site to another site ( if required ) etc. all as directed by Engineer in charge. Necessary PPE/Safety equipments is in the scope of contractors, as per safety norms. |
| 69 | 1 Nos. 7.5 HP Diesel Pump for sludge de-watering |
| 70 | Providing and applying bleaching powder solution having minimum available chlorine content as specified, for chlorination and disinfection of open drain/nallah surfaces, including preparation of solution, labour, application, tools and tackles, complete as directed by Engineer-in-Charge. |
| 71 | Repairing of existing Gabion Structure by carefully opening/dismantling the damaged gabion, repairing and reusing the existing GI wire mesh, wherever serviceable, and replacing only the damaged/unserviceable portions with mechanically edged/selvedged GI wire mesh, with partitions at 1.0 m intervals and minimum 10 openings per metre of mesh perpendicular to the twist, tying with lacing wire of 2.2/3.2 mm diameter (ID/OD), and refilling/repacking with stones available at site, including all necessary labour, tools and tackles, complete as per approved drawing and specifications and as directed by the Engineer-in-Charge. |
| 72 | Providing, supplying, fabricating and erecting complete premium-quality Arch/Super-Arch Type HDPE Nursery Plant Shade Net House, including heavy-duty MS structural framework comprising curved arch members, posts, purlins and bracing; PCC/RCC foundations with suitable anchoring arrangements; premium UV-stabilized 50%/75% HDPE green shade net over roof, sides and ends; two MS-framed HDPE-covered doors with heavy-duty hinges and locking arrangements; anti-corrosive primer and two-coat finishing paint; GI clamps, wires, fasteners and other fixing accessories; complete Green House Fogging System, filter/strainer, pressure regulator, fogger nozzles, HDPE/PE piping, valves, connectors, fittings and accessories; including cutting, bending, fabrication, welding, transportation, erection, skilled labour, T&P, scaffolding, testing, commissioning, wastage and all other incidental works, complete in all respects as per approved drawing, specifications and direction of Engineer-in-Charge. |
| 73 | Providing, supplying, installing, testing and commissioning of 5 HP electrically operated high-pressure water fogging pump set, suitable for continuous operation of greenhouse/shade-net-house water fogging system, comprising high-pressure triplex plunger pump of suitable capacity, mono block electric motor of 5 HP, complete with pump and motor mounting arrangement, base frame, suction filter/strainer, pressure regulator/unloader, pressure gauge, non-return valve, suction and delivery connections, high-pressure flexible hose, necessary pipe fittings, valves, clamps, connectors, electrical starter/control panel with overload protection, isolator, cable and necessary electrical accessories, including alignment, testing and commissioning, complete in all respects as required for satisfactory operation of the fogging system and as directed by the Engineer-in-Charge.(The pump shall be suitable for continuous-duty operation, corrosion-resistant/water-compatible wetted parts, with suitable high-pressure seals and bearings. The complete pump set shall be supplied with manufacturer's test certificate and minimum one-year warranty against manufacturing defects.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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