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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹34.1 L+₹83,216.45 (2.50%)Accepted-Finance | ₹34.1 L+₹83,216.45 (2.50%) | L2 | Accepted-Finance Lowest Rate |
| 2 | L1₹33.3 LRejected-Finance NEAR SHIV VIHAR COLONY HARIDWAR UTTARAKHAND | HARIDWAR | UTTARAKHAND | 247656 | ₹33.3 L | L1 | Rejected-Finance Domical not |
| 3 | L3₹35.0 L+₹1.7 L (5.01%)Rejected-Finance | ₹35.0 L+₹1.7 L (5.01%) | L3 | Rejected-Finance Higher Rate |
| 4 | Rejected-Technical | - | - | Rejected-Technical Wrong bid document upload |
| 5 | Rejected-Technical | - | - | Rejected-Technical Employee document not atteched |
| Sl No | Description | Qty | Unit | HEERA CONSTRUCTION L3 | M/s M.H. Contractor L4 | AG CONTRACTOR L2 | M/S STAR INFRA L1 | JAN ALAM CONSTRUCTION L5 | Riyazul Hasan L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork inexcavation for structuresasperdrawingand technical specifications Clause 305.1 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.
11-1-1 Ordinary soil Upto 3 m depth | 431 | cum | 330 ₹1,42,230 | 350 ₹1,50,850 | 313 ₹1,34,903 | 304.25 ₹1,31,131.75 Lowest | 350 ₹1,50,850 | 350 ₹1,50,850 |
| 2.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | 92 | cum | 1,600 ₹1,47,200 | 300 ₹27,600 Lowest | 1,387 ₹1,27,604 | 1,345.35 ₹1,23,772.2 | 1,500 ₹1,38,000 | 1,500 ₹1,38,000 |
| 3.00 | Providing concrete forplain/ reinforced concrete inopen foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | 61 | cum | 5,200 ₹3,17,200 | 5,600 ₹3,41,600 | 4,800 ₹2,92,800 | 4,685 ₹2,85,785 Lowest | 5,000 ₹3,05,000 | 5,000 ₹3,05,000 |
| 4.00 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 20 Nominal mix 1:2:4 | 185 | cum | 6,300 ₹11,65,500 | 6,300 ₹11,65,500 | 5,483 ₹10,14,355 | 5,350.8 ₹9,89,898 Lowest | 6,500 ₹12,02,500 | 6,500 ₹12,02,500 |
| 5.00 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 6.8 | Tonne | 6,300 ₹42,840 Lowest | 90,000 ₹6,12,000 | 53,667 ₹3,64,935.6 | 52,374 ₹3,56,143.2 | 82,000 ₹5,57,600 | 82,000 ₹5,57,600 |
| 6.00 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603,604, 1202 & 1204 In 1:4 Cement mortar | 267 | cum | 5,840 ₹15,59,280 | 6,200 ₹16,55,400 | 5,119 ₹13,66,773 | 4,996 ₹13,33,932 Lowest | 6,000 ₹16,02,000 | 6,000 ₹16,02,000 |
| 7.00 | Plastering with cement mortar (1:4),15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 | 660 | Sqm | 185 ₹1,22,100 | 200 ₹1,32,000 | 169 ₹1,11,540 | 165.2 ₹1,09,032 Lowest | 250 ₹1,65,000 | 250 ₹1,65,000 |
Tender Value
₹41.1 L
EMD Value
₹1 L
Closing Date
11 May 2026, 4:00 pmClosed
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
Construction of wall for flood protection of the road in Ganga Nagari Residential Colony in Bahadrabad, district Haridwar
2026_IRDCE_94489_1
01/EE/2026-27 DATED 16-04-2026
Open Tender
Civil Works
Item Rate
60 days
DISTRICT HARIDWAR
AS PER TECHNICAL BID
2 documents required · 2 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
₹1 L
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
12 May 2026
21 Apr 2026
11 May 2026
21 Apr 2026
11 May 2026
23 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork inexcavation for structuresasperdrawingand technical specifications Clause 305.1 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.
11-1-1 Ordinary soil Upto 3 m depth | - | cum | - | - |
| 2 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | - | cum | - | - |
| 3 | Providing concrete forplain/ reinforced concrete inopen foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | - | cum | - | - |
| 4 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 20 Nominal mix 1:2:4 | - | cum | - | - |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | Tonne | - | - |
| 6 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603,604, 1202 & 1204 In 1:4 Cement mortar | - | cum | - | - |
| 7 | Plastering with cement mortar (1:4),15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 | - | Sqm | - | - |
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