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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 CrAccepted-AOC | ₹11.9 Cr | L1 | Accepted-AOC Bond No. 15/SE
Bond Date 05.05.2025 |
| 2 | L2₹15.3 CrRejected-Finance | ₹15.3 Cr | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹15.5 CrRejected-Finance | ₹15.5 Cr | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹16.0 CrRejected-Finance | ₹16.0 Cr | L4 | Rejected-Finance Not Lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per Attachment |
Tender Value
₹16.9 Cr
EMD Value
₹30 L
Closing Date
14 Feb 2025, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Superintending Engineer Deoria Circle PWD Deoria
Widening And Strengthening Work of Pakdi Baraw Mohra (O.D.R.) (Length 10.330 km)
2024_CEGKP_984307_1
198/76Yat-Deoria Circle/24 Date 04.12.2024
Open Tender
Civil Works
365 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
₹30 L
Deoria
19 Jun 2025
27 Dec 2024
14 Feb 2025
27 Dec 2024
14 Feb 2025
27 Dec 2024
30 Dec 2024
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres- Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and ransporting to the embankment location within all lifts and lead upto 1000m As per Sr. No. 3.06 & Reference to MORT&H Specification no. 301 (Excluding GST)
Construction of Embankment with Material obtained from Borrow pits- Construction of embankment 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 Sr. No. 3.16 & Reference to MORT&H Specification no. 305 (Excluding GST)
Construction of Embankment with Material Deposited 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 Table 300-2 As per Sr. No. 3.17 & Reference to MORT&H Specification no. 305 (Excluding GST)
By Mix in Place Method- Construction of granular sub-base by providing Close graded 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 perSr No. 4.01 & MoRT&H Specification Ref. No. 401 (Excluding GST)
Wet Mix Macadam (Plant Mix Method)- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per Sr No. 4.14 & MoRT&H Specification Ref. No. 406 (A) (Excluding GST)
Prime Coat over WMM:- Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 g/sqm using mechanical means. As per Sr. No. 5.01 & Reference to MORT&H pecification no. 502 (Excluding GST)
Dense Graded Bituminous Macadam Grading -II- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total 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 complete in all resects.As per Sr No. 5.04 & MoRT&H Specification Ref. No. 505B (Excluding GST)
Tack Coat on Bituminous surfaces- Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom As per Sr. No. 5.02 & Reference to MORT&H Specification no. 503 (Excluding GST)
Bituminous Concrete Grading II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 complete in all respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST)
Construction of Subgrade and Earthen Shoulders:- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2As per Sr. No. 3.18 & Reference to MORT&H Specification no. (Excluding GST)
1x3x3/1x2x2/1x6x3.0 m span Box Culvert- 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 Reference to MORTH&H Specification 304 Sr No.15.01(Excluding GST)
complete as per Drawing and Technical Specifications Reference to MORTH&H Specification 1500, 1700 & 2100 Sr No 15.11(Excluding GST)
Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications (Excluding GST) Reference to MORT&H Specification 1500, 1700 & 2100 Sr No 12.08 B Excluding GST)
Reinforced Cement Concrete (Grade M30) in Open Foundation complete as per Drawing and Technical Specifications Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.11 G Casell(Excluding GST)
Reinforced Cement Concrete (Grade M30) for wall & slab etc complete as per Drawing and Technical Specifications. Reference to MORTH&H Specification 1500, 1700 & 2100 Sr No.15 120 (Excluding GST)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 Sr No.15.13(Excluding GST)
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV 20H towards drawing foce Complete as per drawing and Technical Specifications Reference to MORT&H Specification 2706 & 2200 Sr No. 15. 14(Excluding GST)
Drainage Spouts complete as per drawing and Technical specification. Reference to MORT&H Specification 2705 Sr No. 15.17(Excluding GST)
Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr No 15.18(Excluding GST)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H Specification 710.14 of IRC 78 & 2200 Sr No.15.23 (Excluding GST)
Diversion- Supply of 1000 mm NP-3 hume pipe.As per SOR (Excluding GST)
Laying of NP-3 1000 MM Dia Hume pipes As per SOR (Excluding GST)
Construction of Embankment with Material obtained from Borrow pits- Construction of embankment 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 Sr. No. 3.16 & Reference to MORT&H Specification no. 305 (Excluding GST)
First class brick on edge floor laid dry joint sand filled including preparation of baseto proper slope and its ramming and including supply of all materials, labour and T&P etc. required for proper complition of the work. As per SOR 753(Excluding GST)
Dismantling Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) As Per SOR SI No 692(Excluding GST)
Dismantling RCC work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) As Per SOR S.No.694(Excluding GST)
Construction of 900mm hume pipe Excavation for Structures 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 Reference to MORTH&H Specification 304 Sr No.15.01
Concrete with 4 cms gauge Stone grit fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SOR SI NO-275(Excluding GST)
1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SI No 305(Excluding GST)
Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574(Excluding GST)
Supply of 900 NP-3 Hume pipes As per SOR (Excluding GST)
Laying of NP-3 Hume pipes As per SOR (Excluding GST)
Excavation for Structures- 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. Reference to MORTH&H Specification 304 Sr No.12.01(Excluding GST)
Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications. Reference to MORTH&H Specification 1500,1700 & 2100 Sr No.15.11(Excluding GST)
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 using batching plant transit mixer & manual placing Reference to MORTH&H Specification 1500,1700 & 2100 Sr No.12.08 (Excluding GST)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Reference to MORTH&H Specification 1600 Sr No.15.13 (Excluding GST)
Protection work Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Reference to MORT&H Specification 2503 Sr No.16.01(Excluding GST)
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Reference to MORT&H Specification 2504 Sr No.16.05(Excluding GST)
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications) Reference to MORT&H Specification 2504 Sr No.16.04 A Stone /Boulder (Excluding GST)
MAA Aadi Shakti Infrabuild India Pvt. Ltd. (BID ID -4956282)
SADASHIV MANI TRIPATHI (BID ID -4948428)
M/S JITENDRA SINGH (BID ID -4954013)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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