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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹33.7 LAccepted-Finance | ₹33.7 L | l1 | Accepted-Finance l1 |
| 2 | L2₹35.5 LRejected-Finance ISMAILPUR KHARGAPUR JANPAD PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹35.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹37.7 LRejected-Finance | ₹37.7 L | L3 | Rejected-Finance L3 |
Tender Value
₹64.8 L
EMD Value
₹5.2 L
Closing Date
5 May 2026, 3:00 pmClosed
SE PRYAGRAJ CIRCLE PWD PRAYAGRAJ
SE PRYAGRAJ CIRCLE PWD PRAYAGRAJ
JANPAD PRAYAGRAJ ME MAHRODA CHITEMAU MARG SE ALAWALPUR MARG PAR RCC PULIYA PAHUCH MARG EWAM ATRIKT PAHUCH MARG KA NIRMAD KARYA
2026_CEALD_1140841_1
C 148 CAMP SAMANYA DT. 23.03.2026
Open Tender
Civil Works - Bridges
180 days
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹2,714
₹5.2 L
SE PRYAGRAJ CIRCLE PWD PRAYAGRAJ
13 May 2026
24 Apr 2026
5 May 2026
24 Apr 2026
5 May 2026
24 Apr 2026
28 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantaling R.C.C. or R.B. work including stacking of dismantaled material with in 60 m distance as directed by Engineer incharge. (SOR Ch.17 Sl no. 17.04) | - | Cum | - | - | Construction of sub-grade 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 with lead upto 1000 m as per MoRTH Technical Specification Clause 303.1 & as per direction of Engineer-in-charge. |
| 2 | 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 & as per direction of Engineer-in-charge. | - | Cum | - | - | - |
| 3 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.as per drawing and technical speficiations Clauses 802,803,1202 & 1203 & as per direction of Engineer-in-charge. | - | Cum | - | - | - |
| 4 | Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer-in-charge. | - | Cum | - | - | - |
| 5 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge. | - | Cum | - | - | - |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2300 & as per direction of Engineer-in-charge. | - | Cum | - | - | - |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1600 & 2200 & as per direction of Engineer-in-charge. | - | MT | - | - | - |
| 8 | Pointing with cement mortar (1:3 ) on brick work in substructure Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge. | - | Sqm | - | - | - |
| 9 | 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 1V :20H towards drawing foce Complete as per drawing and Technical specifications & as per direction of Engineer-in-charge. | - | Rmt | - | - | - |
| 10 | Drainage spouts complete as per drawing and technical specifications Clause 1209 & as per direction of Engineer-in-charge. | - | Nos. | - | - | - |
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