Tender For In Ward-29 Mohalla-Harienclave, From Opposite To The House Of Moolchand Sharma, From The House Of T.S. Tewatia Via Ashu House No. 235 To The House Of Anil Shishodiya Ji, Road Improvement Work By Hotmix Plant And Laying Of Interlocking Tiles (Ru
Tender Value
37.98 Lakhs
Estimated cost
Bid Submission
28 Sep 2026
15 days left
EMD
3.80 Lakhs
Bank guarantee accepted
Document Fee
4484
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hathras → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For In Ward-29 Mohalla-Harienclave, From Opposite To The House Of Moolchand Sharma, From The House Of T.S. Tewatia Via Ashu House No. 235 To The House Of Anil Shishodiya Ji, Road Improvement Work By Hotmix Plant And Laying Of Interlocking Tiles (Rubber Mould) On The Unpaved Side Track.
BOQ
| Sl. No. | Item Description |
| 1 | Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast |
| 2 | Providing and applying Primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 Kg/Sqm using mennual means. |
| 3 | Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10, Including heating the bitumen,spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications |
| 4 | Providing and laying Dense Graded Bituminous Macadam 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 equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.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 Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 5 | Providing and laying Bituminous concrete using crushed stoneaggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped 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.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 drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 6 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 7 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. |
| 8 | Excavation in foundations in ordinary soil ( Loam clay or sand ) including lift up to 1.5 m and lead up to 30.o meter and including filling, watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer- in charges up to a distance of 30 m from the foundation trenches |
| 9 | Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast |
| 10 | Supply and Laying of Rubber moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 |
| 11 | First class B/w in 1:4 Cement C'sand mortor in Sub Structure including supply of all meterial labour t&P etc required for proper completion of work |
| 12 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. |
| 13 | Cartage for Disposal of all malba surpluse earth etc upto 5.00 Km as per Direction Engineer in Charge |
| 14 | Supply and Fixing inoguration black granite stone padestal including grooving matter, brick work, plaster, painting etc. all complete |
| 15 | GST 18 % Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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