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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 CrAccepted-AOC 0 | ₹5.6 Cr Quoted ₹5.5 Cr | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 55708744.00 by the Employer. |
| 2 | L2₹5.5 Cr+₹54,674.75 (0.10%)Rejected-Finance 201 MAJNAWAN FAIZABAD SADAR FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | ₹5.5 Cr+₹54,674.75 (0.10%) | L2 | Rejected-Finance Due to L2 Rate |
| 3 | Not Admitted-Fee/PreQual/Technical 83 AKASH PURAM VISTAR PILIBHIT BYPASS ROAD BAREILLY 243006 | BAREILLY | BAREILLY | UTTAR PRADESH | 243006 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S RAJ CONSTRUCTION L1 | M/S V.K. CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Bridge Portion
Boring with hydraulic piling rigs with power units, providing and installing cast in situ u angle under remed piles cap in M-25 cement concrrete, to carry a safe working load not less than specified exluding the cost of steel reinforcement but incuding the cost of boring wiith bentonite solution and the length of the pile to be embedded in pilee cap e.t.cx all complete (Length of pile for payment shall be measured upto to the bottom of (pile cap)
500 mm Dia pile DSR 2.6.1 | 1,920 | RM | 2,917.08 ₹56,00,793.6 Lowest | 2,920 ₹56,06,400 |
| 2.10 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platfrom by Kentledge/Anchor piles method and preparation of pile head or construction of tesr cap and dismantling of test capo after vtest etc. complete as per speciufication & the direction Of Engineer in charge.
Note: 1 Intial and Routine Load Test Shall not be carried out by Dynamic mthod of tsting
Note:2 Testing agency shall submit the design og loading for the approval of Engineer-in-Charge
Single pile upto 50 Tonne Safe capcity
lnitial Testt (Test load 2.5 times the safe capcity) | 1 | NOS | 38,661.3 ₹38,661.3 Lowest | 38,700 ₹38,700 |
| 2.20 | Rountine test ((Test load 1.5 times the safe capcity) | 2 | NOS | 13,856.13 ₹27,712.26 Lowest | 13,870 ₹27,740 |
| 3.00 | 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. | 520 | Cum | 144.86 ₹75,327.2 Lowest | 145 ₹75,400 |
| 4.00 | 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. | 30.5 | Cum | 9,150.84 ₹2,79,100.62 Lowest | 9,160 ₹2,79,380 |
| 5.00 | Providing and laying reinforced cement concrete M 25 grade in Foundation (in Pile cap) as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | 473 | Cum | 10,433.06 ₹49,34,837.38 Lowest | 10,443.5 ₹49,39,775.5 |
| 6.00 | M 25 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns | 335 | Cum | 10,433.06 ₹34,95,075.1 Lowest | 10,443.5 ₹34,98,572.5 |
| 7.00 | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure back walls | 14.5 | Cum | 10,433.06 ₹1,51,279.37 Lowest | 10,443.5 ₹1,51,430.75 |
| 8.00 | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure wing walls | 98 | Cum | 10,433.06 ₹10,22,439.88 Lowest | 10,443.5 ₹10,23,463 |
| 9.00 | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure | 369 | Cum | 11,488.5 ₹42,39,256.5 Lowest | 11,500 ₹42,43,500 |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
5 Mar 2026, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Construction of a 5X12 00 m span minor bridge approach road additional approach road and protective work in place of the damaged bridge built on the embankment of Sharda river on Srinagar Khagaipurwa Badagaon road in Lakhimpur Kheri district
2026_CEUCZ_1119739_1
983/352C/ETENDER/2026 DATED 18.02.2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Lakhimpur Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹11.4 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
4 Jun 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Bridge Portion
Boring with hydraulic piling rigs with power units, providing and installing cast in situ u angle under remed piles cap in M-25 cement concrrete, to carry a safe working load not less than specified exluding the cost of steel reinforcement but incuding the cost of boring wiith bentonite solution and the length of the pile to be embedded in pilee cap e.t.cx all complete (Length of pile for payment shall be measured upto to the bottom of (pile cap)
500 mm Dia pile DSR 2.6.1 | 1,920 | RM | 31 | ₹59,520 |
| 2.1 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platfrom by Kentledge/Anchor piles method and preparation of pile head or construction of tesr cap and dismantling of test capo after vtest etc. complete as per speciufication & the direction Of Engineer in charge.
Note: 1 Intial and Routine Load Test Shall not be carried out by Dynamic mthod of tsting
Note:2 Testing agency shall submit the design og loading for the approval of Engineer-in-Charge
Single pile upto 50 Tonne Safe capcity
lnitial Testt (Test load 2.5 times the safe capcity) | 1 | NOS | 74 | ₹74 |
| 2.2 | Rountine test ((Test load 1.5 times the safe capcity) | 2 | NOS | 108 | ₹216 |
| 3 | 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. | 520 | Cum | 74 | ₹38,480 |
| - | 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. | 30.5 | Cum | 31 | ₹945.5 |
| - | Providing and laying reinforced cement concrete M 25 grade in Foundation (in Pile cap) as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | 473 | Cum | 74 | ₹35,002 |
| - | M 25 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns | 335 | Cum | 108 | ₹36,180 |
| - | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure back walls | 14.5 | Cum | 74 | ₹1,073 |
| - | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure wing walls | 98 | Cum | 31 | ₹3,038 |
| - | M 25 grade Reinforced cement concrete in as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in superstructure | 369 | Cum | 74 | ₹27,306 |
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