Tender For 5- Black Road From Zero Level To Lapan Level From Village Jeevan Guliyan Shiksha Sadan School Block Binauli To Bijwara.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
29 Jul 2026
0 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 5- Black Road From Zero Level To Lapan Level From Village Jeevan Guliyan Shiksha Sadan School Block Binauli To Bijwara.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Providing concrete for 1:4:8 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 |
| 4 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-2)specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. G-2 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-3)specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. G-3 |
| 10 | Providing and applying primer coat with Bitumen emulsion SS-1 on prepared surface of granular base inluding cleaning of road surface and spraying at the rate of 0.70 kg/sqm using mechanical means as per technical Specification Clause 502. |
| 11 | Brick on edge lining on both side of road with M-150 bricks laid with mud mortar including cost of all material labour and T&P etc required for proper completion of the work (S.I. No. 765). |
| 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfacer treted with primer / bitumenours surface as per Technical Specification Clause 503. |
| 13 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using 80/100 Grade Bitumen bitumen to required line, grade and level to serve as wearing course on a previously prepared base by mechanical MORD Specific - ations 508 |
| 14 | Providing and laying seal coat by mechanical means with 80/100 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 15 | Supply & laying of 80 mm thick ISI Marked I Shaped (gray base) machinacaly compressed Interlocking Cement concrete pavers blocks, smooth high laoss finish,skid resistant, manufactured from rubber moulds through vibrocompression mechanism, high pressure and control vibration machine having plan diamention 200x(160+120)mm with minimum 5mm thick toping. The compresive strength of Concrete paver blocks shall not be less than 30 MPa & weight 4.5 Kg per No confirming to IS:15658-2006 as per PWD SOR Bulandshahr Ch-2 SI No 5a .including cost of material and blanket layer of 3.00cm thick local sand labour, T&P etc. required for proper competion of work as direceted by Engineer-in-charge as per tech. Spc. 1500 |
| 16 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 17 | Providing and Fixing of Km. Stone |
| 18 | Providing and Fixing of Hecto meter stone, |
| 19 | S/F Information/Sign board i/c all comp. at site. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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