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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹75.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹76.3 L+₹69,449.20 (0.92%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹77.5 L+₹1.9 L (2.54%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹97.6 L+₹22.0 L (29.2%)Admitted-Finance 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L4 | Admitted-Finance | ||
| 5 | L5₹99.2 L+₹23.6 L (31.3%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹97.6 L
EMD Value
₹1.9 L
Closing Date
22 Sept 2026, 6:00 pmClosed
Executive Engineer PWD Division Anupgarh
Executive Engineer PWD Division Anupgarh
Construction of Causeway Bridge from Ghaghar river and from L/R to 92 Gb
2026_CEPWD_599096_3
NIT10_APG_2026_27
Open Tender
Civil Works - Bridges
Percentage
150 days
Sri Ganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Through Challan DDO Code 28141
₹1.9 L
Yes
23 Sept 2026
21 Sept 2026
23 Sept 2026
21 Sept 2026
22 Sept 2026
21 Sept 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 |
|---|---|---|---|---|---|
| - | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | 890.72 | Cum | 137 | ₹1,22,028.64 |
| - | Granular Sub-Base with Close Graded Material (Table:- 400-1). Plant Mix Method. Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km. For Sri Gnaganagar. For Grading VI Material | 312.74 | Cum | 1,072 | ₹3,35,257.28 |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104.
PCC Grade M 10 (For Sri Ganganagar). Nominal Mix 1:3:6 | 107.61 | Cum | 3,093 | ₹3,32,837.73 |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104.
PCC Grade M 15 (For Sri Ganganagar). Nominal Mix (1:2.5:5) | 77.4 | Cum | 3,539 | ₹2,73,918.6 |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104.
PCC Grade M 20 (For Sri Ganganagar). Nominal Mix (1:2:4) | 28.62 | Cum | 3,747 | ₹1,07,239.14 |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104
RCC Grade M 20 (For Sri Ganganagar) | 51.48 | Cum | 4,053 | ₹2,08,648.44 |
| - | Providing and laying of apron with cement concrete blocks of size as per Clause 5.3.7.2 of IRC:89, cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and MoRTH specifications Clause 1700 & 2505 | 107.25 | Cum | 3,165 | ₹3,39,446.25 |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104
RCC Grade M 25 (For Sri Ganganagar) | 301.56 | Cum | 4,393 | ₹13,24,753.08 |
| - | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel in Foundation , Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 | 50.58 | Cum | 80,077 | ₹40,50,294.66 |
| - | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and MoRTH specification Clause 2705 | 176 | Each | 258 | ₹45,408 |
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