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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance N A | ₹1.4 Cr | L1 | Accepted-Finance QUALIFIED |
| 2 | L 2₹1.5 CrRejected-Finance ADD NEAR POLICE CHOWKI DHALWALA P O MUNI KI RETI DISTT TEHRI GARHWAL | ₹1.5 Cr | L 2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹1.5 CrRejected-Finance LINE JEEVANGARH AMBARI DISTT DEHRADUN | ₹1.5 Cr | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹1.6 CrRejected-Finance BHALLA FARM NO 8 SHYAMPUR RISHIKESH DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹1.6 Cr | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹1.6 CrRejected-Finance | ₹1.6 Cr | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S SATISH KUMAR L6 | M/S KUNWAR SINGH NEGI L3 | M/S Shiv Shankar Construction Co. L7 | M/S PRATAP SINGH RAWAT L4 | HARVIR SINGH L8 | M/S SADAR SINGH RAWAT L2 | M/S BEER CHAND RAMOLA L1 | M/S RAKESH KUMAR L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material | 3,462.5 | Cum | 33.11 ₹1.1 L | 30.62 ₹1.1 L | 35 ₹1.2 L | 35 ₹1.2 L | 34.53 ₹1.2 L | 33 ₹1.1 L | 31 ₹1.1 L | 34 ₹1.2 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 | 1,464 | Cum | 5,036.97 ₹73.7 L | 4,657.85 ₹68.2 L | 4,990 ₹73.1 L | 4,615 ₹67.6 L | 5,253.62 ₹76.9 L | 4,400 ₹64.4 L | 4,000 ₹58.6 L | 4,600 ₹67.3 L |
| 3.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (Random rubble masonryIn cement mortar (1:5) | 1,366.5 | Cum | 3,420.73 ₹46.7 L | 3,163.25 ₹43.2 L | 3,500 ₹47.8 L | 3,180 ₹43.5 L | 3,567.85 ₹48.8 L | 2,700 ₹36.9 L | 3,128 ₹42.7 L | 3,200 ₹43.7 L |
| 4.00 | 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 20Nominal mix (1:2:4) | 9 | Cum | 5,829.89 ₹52,469.02 | 5,391.08 ₹48,519.74 | 5,600 ₹50,400 | 6,268.7 ₹56,418.30 | 6,080.64 ₹54,725.75 | 6,000 ₹54,000 | 5,330 ₹47,970 | 6,200 ₹55,800 |
| 5.00 | Pointing with cement mortar (1:3) on stone masonry (r.r. 1:5) as per drawing and technical specification Clauses 613.3 and 1204 | 663 | Sqm | 66.96 ₹44,394.48 | 61.92 ₹41,052.96 | 70 ₹46,410 | 72 ₹47,736 | 69.84 ₹46,303.92 | 70 ₹46,410 | 62 ₹41,106 | 70 ₹46,410 |
| 6.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 630 | Cum | 902.66 ₹5.7 L | 834.72 ₹5.3 L | 700 ₹4.4 L | 827 ₹5.2 L | 941.48 ₹5.9 L | 900 ₹5.7 L | 700 ₹4.4 L | 950 ₹6.0 L |
| 7.00 | Providing weepholes in stone masonry, Nos.plain/reinforced concrete abutment, wing wall, returnwall with 100 mm dia AC pipe extending through thefull width of the structures with slope of 1(V):20(H)towards drawing face complete as per drawing andtechnical specification Clauses 614, 709, 1204.3.7c. | 325 | Rmt. | 159.22 ₹51,745.20 | 147.23 ₹47,850.40 | 169 ₹54,925 | 171.2 ₹55,640 | 166.06 ₹53,970.80 | 150 ₹48,750 | 146 ₹47,450 | 165 ₹53,625 |
| 8.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions | 465 | No | 7,561.74 ₹35.2 L | 6,992.57 ₹32.5 L | 8,100 ₹37.7 L | 8,130.9 ₹37.8 L | 7,886.97 ₹36.7 L | 7,900 ₹36.7 L | 7,200 ₹33.5 L | 8,000 ₹37.2 L |
Tender Value
Refer Docs
EMD Value
₹4.2 L
Closing Date
21 Jan 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation Work Circle ,Dehradun
Flood Protection Works of Right Bank of Jakhan River in Village Athorwala ward no 09 Sunar Goan Block Doiwala Distt Dehradun
2026_IRDCE_90771_1
03/SE/2025-26
Open Tender
Civil Works
180 days
DOIWALA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹4.2 L
Superintending Engineer , Irrigation Work Circle ,
11 Mar 2026
8 Jan 2026
24 Jan 2026
8 Jan 2026
21 Jan 2026
12 Jan 2026
12 Jan 2026
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (Random rubble masonryIn cement mortar (1:5)
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 20Nominal mix (1:2:4)
Pointing with cement mortar (1:3) on stone masonry (r.r. 1:5) as per drawing and technical specification Clauses 613.3 and 1204
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing weepholes in stone masonry, Nos.plain/reinforced concrete abutment, wing wall, returnwall with 100 mm dia AC pipe extending through thefull width of the structures with slope of 1(V):20(H)towards drawing face complete as per drawing andtechnical specification Clauses 614, 709, 1204.3.7c.
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions
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