Tender For Rejuvenation, Restoration, Development And Beautification Of Green Belt Starting From Sec - 65 (Jewar Airport Junction Point) To Sec-59 Kail Gaon (Eastern Side Of Delhi - Vadodara Eway) {Defect Liability-Cum-Maintenance Period For 450 Days
Tender Value
5.72 Crore
Estimated cost
Bid Submission
16 Jul 2026
4 days left
EMD
11.44 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Faridabad → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rejuvenation, Restoration, Development And Beautification Of Green Belt Starting From Sec - 65 (Jewar Airport Junction Point) To Sec-59 Kail Gaon (Eastern Side Of Delhi - Vadodara Eway) {Defect Liability-Cum-Maintenance Period For 450 Days}.
BOQ
| Sl. No. | Item Description |
| 1 | HSR Items |
| 2 | 5.70-Disposal of building rubbish / malba / similarunserviceable, dismantled or waste materials by mechanicalmeans, including loading, transporting, unloading to approvedmunicipal dumping ground or as approved by Engineer-incharge, beyond 50 m initial lead, for all leads including all liftsinvolved.Through Rate |
| 3 | 4.12.1-Earth work in excavation by mechanicalmeans (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 up to 50 m and lift up to 1.5 m, as directed by Engineerin- charge. 1. All kinds of soilThrough Rate |
| 4 | 34.13.1-Advance Direction signboard 1200x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from anindependent test laboratory including three year outdoorweathering test report for sheeting tested in India conditionconforming to clause 6.7 of IRC 67-2012 1. Using retroreflective Sheeting Class C as per IRC 67 2012 Through Rate |
| 5 | 13.30.1-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 coatof approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished weldedtype tubesThrough Rate |
| 6 | HSR Item 3.1.2-By Mechanical Transport including loading,unloading and stacking 2. Earth1km |
| 7 | 11.40.1-Forming groove of uniform size in the toplayer of washed stone grit plaster as per approved patternusing wooden battens, nailed to the under layer, includingremoval of wooden battens, repair to the edges of panels andfinishing the groove complete as per specifications anddirection of the Engineer-in-charge : 1. 15 mm wide and 15mm deep grooveThrough Rate |
| 8 | 34.29.3-GI barbed wire fencing 3. Fencing WithWelded Steel Wire Fabric 75 mm x 50 mmProviding 1.20 metre high fencing with angle iron posts 50 mmx 50 mm x 6 mm at 3 metre centre to centre with 0.40 metreembedded in M15 grade cement concrete, corner, end andevery 10th post to be strutted, provided with welded steel wirefabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh andfixed to iron posts by flat iron 50 x 5 mm and bolts etc.complete in all respects.i) Adopt any one type of welded steel wire fabric 75 x 50 mmor 75 x 25 mm as per approved design.ii) The item of excavation and cement concrete in foundationshall be measured and paid separatelyThrough Rate |
| 9 | 6.29.3-Centering and shuttering including strutting,propping etc. and removal of form work for : 3. Columns,piers, abutments, pillars, posts and strutsThrough Rate |
| 10 | 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.Through Rate |
| 11 | 6.29.1-Centering and shuttering including strutting,propping etc. and removal of form work for : 1. Foundations,footings, bases for columnsThrough Rate |
| 12 | 11.39-Washed stone grit plaster on exterior wallsheight up to 10 metre above ground level, in two layers, underlayer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ),furrowing the under layer with scratching tool, applyingcement slurry on the under layer @ 2 kg of cement per squaremetre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2coarse sand : 2 stone chipping 10 mm nominal size), inpanels with groove all around as per approved pattern,including scrubbing and washing the top layer with brushesand water to expose the stone chippings ,complete as perspecification and direction of Engineer-in-charge (payment forproviding grooves shall be made separately). Through Rate |
| 13 | 7.22.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) Through Rate |
| 14 | 6.34.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of gradeFe-500D or more. Through Rate |
| 15 | 6.30.6-Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and StrutsThrough Rate |
| 16 | 6.30.5-Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers Through Rate |
| 17 | 6.25.2-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineerin- charge.2. All works above plinth level up to floor IV levelThrough Rate |
| 18 | 6.25.1-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineerin-charge.1. All works up to plinth levelThrough Rate |
| 19 | 6.33.6-Steel reinforcement for R.C.C. work, wherenot included in the complete rate of RCC, includingstraightening, cutting, bending, placing in position, binding,wastage, overlaps, welded joints, spacer bars, chairs, stays,hangers and annealed steel wire etc. complete in all respectbelow plinth level Note: Reinforcement shall be measured inlength including hooks, if any, separately for differentdiameters as actually used in work , excluding overlaps.Wastage, overlaps, couplings, welded joints, spacer bars,chairs, stays, hangers and annealed steel wire or othermethods of binding & placing shall not be measured and costof these items shall be deemed to be included in the rates forreinforcement. 6. Thermo-Mechanically Treated bars of gradeFe-500D or moreThrough Rate |
| 20 | 6.1.5-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)Through Rate |
| 21 | 4.12.1-Earth work in excavation by mechanicalmeans (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqmon plan) including getting out and disposal of excavated earthlead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soilThrough Rate |
| 22 | 18.61-Fixing glass pieces on top of walls.Through Rate |
| 23 | 26.3.6-Supplying at site good earth /soil-less mediaand/ or organic matter, preparation of top dressing mixture orpot media 0.00 0.00 0.00 6. Spreading of sludge, farm-yardmanure or/and good earth in required thickness (Cost ofsludge, farm-yard manure or/and good earth to be paid forseparately) |
| 24 | 26.3.2-Supplying at site good earth /soil-less media and/ or organic matter, preparation of top dressing mixture or pot media 0.00 0.00 0.00 2. Supplying at site of work welldecayed farm-yard manure from any available source, approved by the Engineer-in-charge including screening through sieve of I.S.designation 16 mm with 5 km lead and supply of good earth , FARM YARD MANURE and coco peat making mixture in ratio of 2:1:1Through Rate |
| 25 | 26.13.4-Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately) 4. Hole 0.60 metre dia and 0.60 metre deep Through Rate |
| 26 | 26.16-Pruning, trimming, shaping of mature trees /shrubs (ht 15 feet and above) including removal and disposal of cut materials up to 50m lead. Through Rate |
| 27 | 26.4.6-SITE CLEARANCE 6. Felling of trees of girth ( measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material , disposal of unserviceable material and filling in pits and dressing - Beyond 120cm girth up to and including 240 cm girth.Through Rate |
| 28 | 26.14-`Supplying and planting in prepared pits and watering, healthy , vigorous growing , permanent trees including ,application of 10 ml chlorpyriphos 20% EC, planting desired disease free, 200 cm to 220 cm height ,5 cm to 6 cm calliper size stem , full of foliage ornamental tree sapling each to be supplied in 30cm x 30cm poly bags, `Through Rate |
| 29 | 26.18-Supply and planting of disease free healthy, vigorous growing more than 75 cm height permanent shrubs in already prepared pits, supplied in 25 cm x 20 cm poly bags , application of 10 ml chlorpyriphos 20% E.C. termiticide each and watering supplied through the tractor tanker.Through Rate |
| 30 | 26.13.5-Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately) 5. Hole 0.45 metre dia and 0.45 metre deepThrough Rate |
| 31 | 26.19.1-Maintenance of shrub for one year including weeding, hoeing, plant protection, watering from Deptt. source, application of 10 ml chlorpyriphos four times in a year , 0.0289cum FYM each, 20 gm urea and 20 gm DAP twice, replacement of casualty etc. with same species and same age of plant 1. Individual shrubsThrough Rate |
| 32 | 26.15.1-Maintenance of tree including fertilization, application of insecticide, watering, weeding, training, pruning, 1. Maintenance of tree for one year for the 1st three years of age including weeding, hoeing , plant protection , watering from Deptt. source , application of 10 ml chlorpyriphos four times, 0.0289 cum FYM each,50 gm urea and 50 g DAP twice ,replacement of casualty ,disposal of debris and other activities.etc.Through Rate |
| 33 | 26.53-Watering of trees, shrubs, ground covers etc. through tractor tanker of 5000 litre capacity including cost of water with all leads and lifts and including cost of water, fuel ,filling of tanker, watering at site with all leads and lifts as per direction of officer - in-charge.(for 1 No. Tree 30 litres water per plant 27 no . irrigations per year , shrub 20 litres/ per plant 27 no irrigations per year , lawn 2.5 cm layer or 25 litre/sqm 50 no irrigations per year , ground cover / flower bed / rose bed 2.5 cm layer or 25 litre/sqm 40 no. irrigations per year , hedge for 2.5 cm layer or 25 litre/sqm40 no. irrigations per year , Pot plant 3 litre water daily 250irrigations per yearThrough Rate Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender