Tender For New Construction Work Of Minor Bridge On Agra Canal At Beri To Jiroli Via Dhana Jeevna Road Km-3 In District Mathura
Tender Value
97 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
3 days left
EMD
6.85 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mathura → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for New Construction Work Of Minor Bridge On Agra Canal At Beri To Jiroli Via Dhana Jeevna Road Km-3 In District Mathura
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MORT&H Specification no. 304 (12.1). |
| 2 | Plain/Reinforced Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8ACase-II |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORT&H Specification no. 304 (12.03). |
| 4 | Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification No. 12.08B Case I |
| 5 | Reinforced Cement Concrete (M-25) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8E Case-I |
| 6 | Plain/Reinforced cement concrete (RCC M-25) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05F |
| 7 | Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. As per DSR 5.22.1 |
| 9 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4 |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, Return Wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8 |
| 11 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. As per MORT&H Specification No. 16.08A |
| 12 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. As per MORT&H Specification No. 16.11 |
| 13 | Back filling behind abutment, Return Wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9 |
| 14 | Drainage Spouts complete as per drawing and Technical specification. As per MORT&H Specification no. 14.9 |
| 15 | Dismantling R.C.C. work manually by mechenical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as directed by Engineer-In-Charge. As per S.I. no. 15.30 |
| 16 | Dewaterng of water trenches during excavation, concreting, masonary works upto sub soil/ water level including hire charges of 5 H.P. |
| 17 | Boring with 100 dia casing pipe including lowering & extraction, assembling, loading, unloading & cartage etc (hire charges only). |
| 18 | Supply and Laying of 1000mm dia NP-3 Pipe etc. complete. |
| 19 | Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling. |
| 20 | Providing, laying spreading & compacting of granular sub-base by providing well graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MORD clause 401.1 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. |
| 21 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 63~45mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405. |
| 22 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53~22.4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405. |
| 23 | Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30Kg./Sqm. on the prepared existing Bituminious Surface, cleaned with Machanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503 |
| 24 | Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitable plant, laying & rolling with a three wheeled 80-100KN Static Roller capacity, finished to required level & grades Bitumen @ 14.6 Kg./ 10 sqm. area for premixing including all Taxes, Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 508. |
| 25 | Providing and laying seal coat type \\"C\\" sealing the voids in a bituminous surfsce P.C. surface laid to specified levels grade and cross fall using with 6.7 mm nominal size grit of approved quarry @ 0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as per Clause 510 case-III of MORD Specification. |
| 26 | 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 3.4 (301.5) Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 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