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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 CrAccepted-AOC BANK COLONY ROAD PISKA MORE PISKA PANDRA RANCHI | RANCHI | RANCHI | JHARKHAND | ₹46.5 Cr Quoted ₹46.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹46.9 CrRejected-AOC | ₹46.9 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M/s Ganga Construction L1 | SHIVALAYA CONSTRUCTION LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | 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.) (I) ORDINARY SOIL B Mechnical Means (i) Depth Upto 3 m . | 6,411.8 | cum | 62.8 ₹4.0 L | 63.11 ₹4.0 L |
| 2.00 | Providing and laying of P.C.C.M15 levelling course 100 mm thick in foundation below Pile Cap. PCC Grade M15 using batching plant & Concrete pump | 212.33 | cum | 4,470.34 ₹9.5 L | 4,492.81 ₹9.5 L |
| 3.00 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification M30 | 2,934.96 | cum | 5,555.71 ₹1.6 Cr | 5,583.65 ₹1.6 Cr |
| 4.00 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 957.71 | MT | 96,133.84 ₹9.2 Cr | 96,617.14 ₹9.3 Cr |
| 5.00 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) | 3,084 | M | 9,868.77 ₹3.0 Cr | 9,918.38 ₹3.1 Cr |
| 6.00 | Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing | 334.53 | MT | 1,05,078.38 ₹3.5 Cr | 1,05,606.66 ₹3.5 Cr |
| 7.00 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M30 Height upto 5m RCC Grade M30 using batching plant, transit mixer & concrete pump | 2,355.49 | cum | 5,926.14 ₹1.4 Cr | 5,955.94 ₹1.4 Cr |
| 8.00 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. | 680 | nos | 120.89 ₹82,203.16 | 121.49 ₹82,613.20 |
| 9.00 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications | 290.62 | MT | 96,516.85 ₹2.8 Cr | 97,002.08 ₹2.8 Cr |
| 10.00 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump | 103.44 | cum | 4,470.38 ₹4.6 L | 4,492.85 ₹4.6 L |
Tender Value
₹42.7 Cr
EMD Value
₹42.7 L
Closing Date
27 Jan 2026, 12:00 pmClosed
EE RCD ROAD DIVISION DALTONGANJ
EE RCD ROAD DIVISION DALTONGANJ
Construction of RCC Girder Bridge Over North Koyal River in Daltonganj to Chainpur Road in Chainpur Block under Road Division, Daltonganj for the year 2025-26
2026_CECOM_108642_1
12/RCD/Daltonganj/2025-26/1234
Open Tender
Civil Works - Bridges
900 days
PALAMAU
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹42.7 L
Chairman, e-pro. Cell, Room No. 330 A, Ranchi
4 May 2026
6 Jan 2026
29 Jan 2026
6 Jan 2026
27 Jan 2026
6 Jan 2026
16 Jan 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority:- Executive Engineer, Road Construction Department, Road Division, Daltonganj
Name of Work:- Construction of RCC Girder Bridge Over North Koyal River in Daltonganj to Chainpur Road in Chainpur Block under Road Division, Daltonganj for the year 2025-26
e-Tender Ref No:- 12/RCD/Daltonganj/2025-26/1234
Sl. No. Item Description Bidder Should quote itemwise rate excluding GST and Labour Cess. For 18% GST of item no 65 bidder should quote fixed rate as 0.18 and for 1% Labour Cess of item no 66 bidder should quote fixed rate as 0.01 Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
1 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.) (I) ORDINARY SOIL B Mechnical Means (i) Depth Upto 3 m . BI01010001010000000000000515BI0100001114 0.000 cum Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos
16 Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specifications BI01010001010000000000000515BI0100001129 cum Excess(+) Full Conversion INR
26 CONFIRMATORY BORING BI01010001010000000000000515BI0100001139 M Excess(+) Full Conversion INR
37 Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) (ii) M 30 grade concrete BI01010001010000000000000515BI0100001150 M Excess(+) Full Conversion INR
47 Construction of Earthen Shoulder/Subgrade with Material obtained from Borrowpits 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. 300-2 BI01010001010000000000000515BI0100001160 cum Excess(+) Full Conversion INR
Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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