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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹1.4 Cr+₹9.2 L (6.83%)Rejected-Finance | ₹1.4 Cr+₹9.2 L (6.83%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹1.4 Cr+₹10.0 L (7.50%)Rejected-Finance AWAS VIKAS COLONY MELAGHAT ROAD KHATIMA UDHAM SINGH NAGAR | ₹1.4 Cr+₹10.0 L (7.50%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹1.4 Cr+₹10.1 L (7.53%)Rejected-Finance CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr+₹10.1 L (7.53%) | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹1.5 Cr+₹13.4 L (9.98%)Rejected-Finance KOTI COLONY KOTI DEHRADUN | ₹1.5 Cr+₹13.4 L (9.98%) | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S SATISH KUMAR L4 | NANDANI CONSTRUCTION L3 | Sheshanand Engineers L2 | M/s Navneet Kumar L5 | Runshik Build India Private Limited L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for structures as per drawing and 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 | 2,110 | Cum | 381.9 ₹8,05,809 | 381 ₹8,03,910 | 379.5 ₹8,00,745 | 400 ₹8,44,000 | 364.72 ₹7,69,559.2 Lowest |
| 2.00 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge | 415 | Cum | 227.5 ₹94,412.5 | 227 ₹94,205 | 226 ₹93,790 | 230 ₹95,450 | 220 ₹91,300 Lowest |
| 3.00 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 Nominal mix 1:3:6 | 1,930 | Cum | 5,595.5 ₹1,07,99,315 | 5,595 ₹1,07,98,350 | 5,559.13 ₹1,07,29,120.9 | 5,650 ₹1,09,04,500 | 5,200 ₹1,00,36,000 Lowest |
| 4.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 120Coursed rubble masonry (1st sort) In cement mortar (1:5) | 180 | Cum | 4,137.5 ₹7,44,750 | 4,137 ₹7,44,660 | 4,110.5 ₹7,39,890 | 5,000 ₹9,00,000 | 3,951 ₹7,11,180 Lowest |
| 5.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) | 90 | Cum | 6,122.7 ₹5,51,043 | 6,122 ₹5,50,980 | 6,083 ₹5,47,470 | 6,200 ₹5,58,000 | 5,847.18 ₹5,26,246.2 Lowest |
| 6.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 4,100 | Sqm | 195.3 ₹8,00,730 | 195 ₹7,99,500 | 194 ₹7,95,400 | 200 ₹8,20,000 | 171 ₹7,01,100 Lowest |
| 7.00 | Steel work welded in built up section/framed work including In gates and similar works, | 50 | Nos. | 2,193 ₹1,09,650 | 2,193 ₹1,09,650 | 2,178.75 ₹1,08,937.5 | 2,200 ₹1,10,000 | 2,094.31 ₹1,04,715.5 Lowest |
| 8.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 | 21 | Cum | 6,817.1 ₹1,43,159.1 | 6,817 ₹1,43,157 | 6,772.8 ₹1,42,228.8 | 6,900 ₹1,44,900 | 6,000 ₹1,26,000 Lowest |
| 9.00 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) | 1.65 | MT | 64,899.2 ₹1,07,083.68 | 64,899 ₹1,07,083.35 | 64,477.3 ₹1,06,387.54 | 64,900 ₹1,07,085 | 61,000 ₹1,00,650 Lowest |
| 10.00 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500 mm dia | 125 | Rmt | 2,011 ₹2,51,375 | 2,011 ₹2,51,375 | 1,998 ₹2,49,750 | 2,012 ₹2,51,500 | 1,850 ₹2,31,250 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.4 L
Closing Date
28 Mar 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation Work Circle ,Dehradun
Renovation work for Various Kulawa under the Command Area of Balawala Canal in Block Doiwala District Dehradun.
2026_IRDCE_93405_1
10/SE/2025-26
Open Tender
Civil Works - Canal
Item Rate
270 days
DOIWALA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹3.4 L
1 Jun 2026
20 Mar 2026
31 Mar 2026
20 Mar 2026
28 Mar 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation for structures as per drawing and 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 | |||||
| 2Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge | |||||
| 3Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 Nominal mix 1:3:6 | |||||
| 4Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 120Coursed rubble masonry (1st sort) In cement mortar (1:5) | |||||
| 5Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) | |||||
| 6Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | |||||
| 7Steel work welded in built up section/framed work including In gates and similar works, | |||||
| 8Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 | |||||
| 9Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) | |||||
| 10Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500 mm dia | |||||
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