Tender For In Ward 37, Road Improvement Work By Dense On The Road Between Wazirabad Road No. 8 And 9 And From Laxmi Narayan Temple To Plot No. 8.
Tender Value
38.52 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
15 days left
EMD
1.15 Lakhs
Bank guarantee accepted
Document Fee
2728
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for In Ward 37, Road Improvement Work By Dense On The Road Between Wazirabad Road No. 8 And 9 And From Laxmi Narayan Temple To Plot No. 8.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 |feet). PWD SOR 2022 17.3 |
| 2 | Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). |
| 3 | S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR |
| 4 | Supply of screening material with stacking for measurment etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR |
| 5 | Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper 12 grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading |2/3 as per Technical Specification Clause 405. AS PER PWD sOR 2022 20.2.1 Laying of Interlocking Ti |
| 6 | 1 Tack Coat for DBMProviding and applying tack coal with bitumen VG-10 using bitumen pressure distributor @0.25 kg/sqm on the prepared bituminous surface cleaned with mochanical broom as per MoRT&H specification clause 503 |
| 7 | Dense Graded Bituminous Macadam (Grading - II) Providingandlayingdensegradedbituminousmacadamwithhighercapacitybatchtype hotmixplant usingcrushedaggregatesof specifiedgrading,premixedwithbituminous [email protected]%byweightof totalmixandfiller, transportingthehotmix towork site, layingwithahydrostaticpaverfinisherwithsensorcontrol totherequiredgrade, level andalignment, rollingwithsmoothwheeled,vibratoryandtandemrollers toachievethe desired compaction as per MoRT&H specification clause No. 505 complete in all respects. |
| 8 | Tack Coat for BCProviding and applying tack coat with blumen V0-10 using bitumen pressure distributor 0.20 kg/sqm on the prepared bibaninous surface cleaned with mechanical broom per |
| 9 | Bituminous Concrete (Grading - II) Providingand layingbituminousconcreteGrading2withhighercapacitybatchtypehot mixplantusingcrushedaggregatesofspecifiedgrading,premixedwithbituminousbinder [email protected]%ofmixand filler, transporting thehotmix towork site, layingwitha hydrostaticpaver finisherwithsensorcontrol totherequiredgrade, levelandalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 10 | 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. |
| 11 | Reflective Raised Pavement Markers (Cat Eye/Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 12 | Cement Concrete Pavement( C.C. Road)Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with |
| 13 | S/F of Board etc |
| 14 | GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 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