Tender For Ward: 37, Construction Of cement concrete Tile Footpath And Hotmix Road From The Culvert Near Nadosi Khadauwa Pond To Hyderabad Road.
Tender Value
96.16 Lakhs
Estimated cost
Bid Submission
10 Jul 2026
2 days left
EMD
1.92 Lakhs
Bank guarantee accepted
Document Fee
11328
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Ward: 37, Construction Of cement concrete Tile Footpath And Hotmix Road From The Culvert Near Nadosi Khadauwa Pond To Hyderabad Road.
BOQ
| Sl. No. | Item Description |
| 1 | Supply of Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the Engineer-in-Charge. (Excluding Royalty) S.I. No. 253 |
| 2 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273) |
| 3 | First class brick work in 1:4 cement and fine sand of 1.25 FM. Mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 4 | 12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) |
| 5 | 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. |
| 6 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284 |
| 7 | Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504 |
| 8 | Providing laying spreading and compacting graded stone aggregate to wet mix macadom specification including premixing the materials with water at O.M.C in machanical mix plant carriage of mixed material by tipper to site. Laying in uniform layer with paver in sub base/base course on well prepared surface and compactin gwith vibratory roller to achive the desired density, including, guarding, bamicating and mainance of diversion etc. |
| 9 | Construction of Granular sub (G.S.B.) by providing laying, spreding and compacting speciffied graded, crushed stone in sub base coarse including premixing the materials at O.M.C. in mechanical mixer (PlugMill) including carriage of mixed materials, laying in uniform layers with power roller to achieve the desired density including all materials, labour, machinery, lighting gaurding, barricading and maintance of deiversion complete of as per MORT &HT techincal specification clause No. 404A (Grade-2) |
| 10 | P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc |
| 11 | Providing and applying tack coat on bituminious sruface 0.250kg/Sqm, bitumen of grade- VG-10 including heating the bitumen spraying the bitumen with mechanical operated spray unit fitted on bitument boiler, cleaning and preparing the existing road surface as per specifications |
| 12 | Providing and laying 50 to 100 mm average compected thickness bituminous macadam using crushed stone aggregates of specified grading premixed with binder bitumen of grade [email protected]% (percentage by weight of total mix) prepared inbatch hot mix plant of 100-120 TPH capacity, transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smoothe wheeled, vibratory and tandem roller as per specification to achieve the desire compaction and density, complete as per specifications and direction of Engineer-in-charge |
| 13 | Providing and laying 25mm average compected thickness semi-dense Bitminious concrete using crushed stone aggregates of specified grading premixed with binder bitumen of grade VG-30 @5.00%(percentage by weight of total mix) and lime filler @ 2% by weight of aggregate prepared in batch hot mix plant of 100-120 TPH capacity, transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem roller as per specifications to achieve the desired compaction and density. complete as per specifications and directions of Engineer-in-charge. |
| 14 | PL of Hot applied Thermoplastic compound 2.5 mm thick including reflectiorising glass 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRCD 35 the finished surface to be level, uniform and free from streaks and holes including post of all type of material, labour T&P etc. required for proper complition of the work as per MORTH specification (2001) No. 803 complete |
| 15 | 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 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1:1-1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 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