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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.4 LAccepted-AOC 253 323 MAHOLI ROAD JANAKPURI MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹92.4 L | L1 | Accepted-AOC Preparation Bond for Rs. 9244073.09 Only |
| 2 | L2₹95.4 L+₹3.0 L (3.20%)Rejected-Finance GIRRAJ MARKET BHUTESWAR ROAD MATHURA | MATHURA | MATHURA | ₹95.4 L+₹3.0 L (3.20%) | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹1.0 Cr+₹8.6 L (9.32%)Rejected-Finance VILLAGE POST PALSO GOVERDHAN MATHURA | MATHURA | MATHURA | UTTAR PRADESH | ₹1.0 Cr+₹8.6 L (9.32%) | L3 | Rejected-Finance Rejected due to higher Rates |
| 4 | L4₹1.1 Cr+₹13.8 L (14.9%)Rejected-Finance | ₹1.1 Cr+₹13.8 L (14.9%) | L4 | Rejected-Finance Rejected due to higher Rates |
Tender Value
₹1.4 Cr
EMD Value
₹9.0 L
Closing Date
23 Mar 2026, 12:30 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
New Construction work of Julhendi to Konahai road in District Mathura
2026_CEAGR_1125548_6
1240/14M-AC/2025-26 dated 28-02-2026
Open Tender
Civil Works
Percentage
365 days
Mathura
New Construction work
2 documents required · 2 mandatory
₹2,360
₹9.0 L
Yes
Agra
31 Jul 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
18 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Group-A
Excavtion in soil using Hydraulic Excavator and Toppers with disposal upto 1000m
Excavtion for roadwork in soil with hydraculic excavator of 0.9 cum bucket capacity inculiding cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and trasporting to the embankment location with a lift upto 1.5m amd lead upto 1000m as per technical Specifcation clause 302.3 | - | Cum. | 56.9 | - |
| - | Construction of embankment with approved materials obtained from roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | Cum. | 58 | - |
| - | Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. | - | Cum. | 155 | - |
| - | Cement Treated Subbase with 2% Cement :
Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base. | - | Cum | 3,250 | - |
| - | Cement Treated base with 4% Cement :
Providing, Laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. | - | Cum | 3,540 | - |
| - | Providing & applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 Kg./Sqm. on the prepared primed granular/old painted 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 | - | Sqm | 14 | - |
| - | 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. | - | Sqm | 177 | - |
| - | 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. | - | Sqm | 62 | - |
| - | Group-B
Providing, laying spreading & compacting of granular sub-base by providing coarse 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. | - | Cum | 2,750 | - |
| - | 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 as per MORD specifications no 405. | - | Cum | 3,350 | - |
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