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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC 64 SHANKAR MARRIAGE HOME WEST ARJUN NAGAR AGRA | AGRA | AGRA | UTTAR PRADESH | ₹6.1 Cr | L1 | Accepted-AOC Preparation Bond for Rs. 61276375.75 Only |
| 2 | L2₹6.1 Cr+₹76,741.75 (0.13%)Rejected-Finance 7C GOVIND NAGAR MATHURA | MATHURA | ₹6.1 Cr+₹76,741.75 (0.13%) | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹6.2 Cr+₹10.9 L (1.78%)Rejected-Finance E 13 NIRBHAY NAGAR GALLANA ROAD AGRA | AGRA | ₹6.2 Cr+₹10.9 L (1.78%) | L3 | Rejected-Finance Rejected due to higher Rates |
| 4 | L4₹6.7 Cr+₹52.7 L (8.60%)Rejected-Finance GRAM HAZRATPUR PO SAHKARI NAGAR DISTRICT BULANDSHAHR | BULANDSHAHR | BULANDSHAHR | UTTAR PRADESH | ₹6.7 Cr+₹52.7 L (8.60%) | L4 | Rejected-Finance Rejected due to higher Rates |
| 5 | L5₹6.8 Cr+₹62.9 L (10.3%)Rejected-Finance PLOT NO 91 ELLORA ENCLAVE DAYALBAGH AGRA | AGRA | UTTAR PRADESH | 282001 | ₹6.8 Cr+₹62.9 L (10.3%) | L5 | Rejected-Finance Rejected due to higher Rates |
Tender Value
₹9.9 Cr
EMD Value
₹19.7 L
Closing Date
27 Jan 2025, 12:00 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
Widending and Strenghtning work of Bhaupur to NKUP via Gungawali (ODR) in District Agra
2025_CEAGR_994300_1
6331/14M-AC/2024 dated 06-12-2024
Open Tender
Civil Works
Item Wise
365 days
Agra
Widending and Strenghtning
2 documents required · 2 mandatory
₹2,354
₹19.7 L
Yes
Agra
10 Feb 2025
17 Jan 2025
27 Jan 2025
20 Jan 2025
27 Jan 2025
20 Jan 2025
22 Jan 2025
Amount
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. As per MORT&H Specification No. 301 (3.6).
Construction of embankment/Patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. (Cartage Earth)
Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. As per MoRT&H clause 401(b).
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% emulsion in Uniform single layer on sub base/subgrade and compacting with the road roller to achieve th desire density.
Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bitumenous Surface). (For BC)
Providing and laying bituminous concrete (Grading-II) with 100~120 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
Supply and laying of I shape (Zigzag) precast Interlocking tiles of thickness 80mm ( Compressive strength not less than 30MPA and wt,. 4.50 kg ) including 0.30 mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work As per SOR CH 20 Item 6.7 (17)
Supply and laying of I shape (Zigzag) precast Interlocking tiles of thickness 80mm ( Compressive strength not less than 30MPA and wt,. 4.50 kg ) including 0.30 mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work As per SOR CH 20 Item 6.7 (17) ( For Relaying of existing disturbed tiles) (Labour Only)
Construction of sub-grade and earthen shoulders with approved material obtained from ROW with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per S.I. No. 4.1.8
Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.
RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2
Supplying, fitting and placing HYSD bar reinforcement in Foundation complete including Labour for straightening, cutting, bending, shifting to site, tying and placing in position as per drawing and technical specifications
Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I. No. 6.1.1
Flush Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing. As per S.I. No 13.31.2
12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. As per S.I. No. 13.4.1
Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. As per S.I. No. 4.1.3
Supply and laying & fixing of 350mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.
Supply and laying & fixing of 600mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.
Maintenance Charge including @ Earth Work, repair of painted surface,(Bituminous) Earth Work on patri, Drain, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment.
Maintenance of First Year (@ 0.00% of Total Work Amount of 1 to 19)
Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 19)
Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 19)
Maintenance of Fourth Year (@0.75% of Total Work Amount of 1 to 19)
Maintenance of Fifth Year (@1% of Total Work Amount of 1 to 19)
M/s Akash Deep Construction Compnay (BID ID -4881625)
SAMRIDDHI NIRMAN PVT. LTD. (BID ID -4883779)
DEVEDNRA KUMAR (BID ID -4878972)
SJI INFRABUILD PRIVATE LIMITED (BID ID -4885680)
M/S SHREE RAM CONSTRUCTION (BID ID -4885471)
tech_eval.pdf
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Addendum_Gungawali.pdf
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SBD_Gungawali_Final.pdf
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