Tender For Construction Of 30M Row Road, 60M Row Road And Uer-Iii In Sector 8B, Zone P-Ii Land Pooling Zone.Sub Head : Construction Of Single Carriage Way Along With Storm Water Drain Of Uer-Iii In Sector-8B In Land Pooling Zone P-Ii.
Tender Value
23.86 Crore
Estimated cost
Bid Submission
05 Oct 2026
4 days left
EMD
33.86 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 Construction Of 30M Row Road, 60M Row Road And Uer-Iii In Sector 8B, Zone P-Ii Land Pooling Zone.Sub Head : Construction Of Single Carriage Way Along With Storm Water Drain Of Uer-Iii In Sector-8B In Land Pooling Zone P-Ii.
BOQ
| Sl. No. | Item Description |
| 1 | Conducting detailed survey and submission of plan for felling/ Transplantation of trees, which includes:- 1 Preparation of KML files of existing, transplantation & compensatory trees. 2. GPS Co-ordinates of all trees3. Submission of online application form- Bone-forest/e-forest/Parivesh or as applicable portal along with: a) Tree Préservation plan as per Tree Transplant policy,2020. b) Tree Enumeration list showing trees to be Transplant/felled/Retained with Geo- coordinates of each tree duly signed by applicant. c) Map showing location of each tree, trees to transplant/felled/retained on A0/A1 size with different color coding of trees. d) Declaration supported by documents about the number of applications made under Section of the Delhi Preservation of trees Act,1994 in that particular year regarding the same property. e) Boundary description of the project site. 4. Tree Permission Forest Liaising |
| 2 | Clearing and uprooting of rank vegetation, grass, brush wood and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared all complete as per direction of Engineer-in-charge. |
| 3 | Transplantation of trees with in a distance of 2 km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer in charge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account.(a) Girth of tree shall be measured at a height of 1m above ground level.Girth of trees upto 50 cm. |
| 4 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm),with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. |
| 5 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). |
| 6 | Supplying and stacking at site. (a) Good earth |
| 7 | Construction of Granular Sub-base by providing close graded material confirming to specification, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with mortor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-In- charge (a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 8 | Construction of Granular Sub-base by providing close graded material confirming to specification, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with mortor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-In- charge (a) With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 9 | Providing, layering, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finishers in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer- In- Charge |
| 10 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregate of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specification and directions of Engineer- In- charge: (a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 11 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge(a) 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 12 | Providing and applying prime coat with bitumen emulsion conforming to IS:8887, on prepared surface of granular base including clearing of road surface and spraying primer @0.60 kg/sqm using mechanical means, complete as per specifications and directions of Engineer-in-charge. |
| 13 | Providing and applying tack coat using rapid setting bitumen emulsion conforming to IS:8887, using emulsion pressure distributor including preparing of the surface treated with prime coat & cleaning with mechanical broom @0.25 kg/sqm using mechanical means, complete as per specifications and directions of Engineer-in-charge. |
| 14 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer- In- charge and accordance with applicable specifications. |
| 15 | 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 mortor 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 to calculate volume for payments. (Precast C.C Kerb stone shall be approved by Engineer- In- charge) |
| 16 | Providing, laying and making kerb channel 30 cm wide and 50mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer- In- charge. |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (a) Two or more coats on new work |
| 18 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and remaining of bottoms, for all lifts including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m: (a) All Kind of soil |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrte for plain cement concrete work, using coarse aggregate and fine aggregate derieved from natural sources, portland pozzolona/ ordinary portland/portland slag cement, admixture is recommended proportion as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing cariagefor all leads, but excluding the cost of centering, shuttering and finishing ad per direction of the Engineer-In-charge, for the following grade of concrete. All Work upto plinth level: (a)Concrete of M10 grade with minimum cement content of 220kg/ cum |
| 20 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:All Work upto plinth level: (a) Concrete of M30 grade with minimum cement content of 350kg/ cum |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(a)Thermo-Mechanically treated bars of grade Fe- 500D or more. |
| 22 | Centring & Shuttering including strutting, propping etc. and removal of form for: (a)Edges of slabs and breaks in floors and walls: Under 20 cm wide |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete |
| 24 | Centring & Shuttering including strutting, propping etc. and removal of form for: (a) Walls (any thickness) including attached pilasters, buttresses, plinth and string course |
| 25 | Centring & Shuttering including strutting, propping etc. and removal of form for: (a) Suspended floors, roofs, landings, balconies and access platform |
| 26 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality (a) Circular shape 560 mm internal dia (EHD-35) |
| 27 | Applying GST correction factor @0.973 excluding item 1&3= 229411424.12 |
| 28 | Add Cost index @4.03% excluding item 1&3 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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