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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.8 CrAccepted-AOC | ₹6.8 Cr Quoted ₹5.8 Cr | L-1 | Accepted-AOC AOC |
| 2 | L-2₹5.8 CrRejected-Finance | ₹5.8 Cr | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | Rejected-Technical BHALLA FARM NO 8 SHYAMPUR RISHIKESH DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 5 | Rejected-Technical BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| Sl No | Description | Qty | Unit | Parag Jain L1 | M/s SHREE BALA JI INFRATECH L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, Bushes, Shrubs, Saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 4,200 | Sqm | 7 ₹29,400 | 7 ₹29,400 |
| 2.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 10,947 | Cum | 40 ₹4,37,880 | 40 ₹4,37,880 |
| 3.00 | Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work. | 9,000 | HP hr | 52 ₹4,68,000 | 52 ₹4,68,000 |
| 4.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3:6) | 1,418.16 | Cum | 5,780 ₹81,96,964.8 | 5,785 ₹82,04,055.6 |
| 5.00 | Providing concrete for plain/Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix _1:2:4) | 1,890.98 | Cum | 6,240 ₹1,17,99,715.2 | 6,246 ₹1,18,11,061.08 |
| 6.00 | 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 25) | 495 | Cum | 7,287 ₹36,07,065 | 7,288 ₹36,07,560 |
| 7.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 137.29 | ton | 64,858 ₹89,04,354.82 | 64,858 ₹89,04,354.82 |
| 8.00 | 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) | 1,458 | Cum | 1,000 ₹14,58,000 | 1,010 ₹14,72,580 |
| 9.00 | 40 mm thick Tine dressed stone flooring over 20mm (average) tnick Dase of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.( Red sand stone ). | 5,844.2 | Sqm | 1,220 ₹71,29,924 | 1,221 ₹71,35,768.2 |
| 10.00 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist lab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 23,196.3 | kg | 610 ₹1,41,49,743 | 618 ₹1,43,35,313.4 |
Tender Value
₹5.8 Cr
EMD Value
₹11.7 L
Closing Date
29 Apr 2026, 4:00 pmClosed
SE IWC HARIDWAR
SE IWC HARIDWAR
Construction of ghat on left bank of upper ganga canal in U/s of Jatwada Bridge in Jwalapur area under Kumbh mela - 2027
2026_IRDCE_94149_3
03/SE/2026-27 DATED 10-04-2026
Open Tender
Civil Works
270 days
DISTRICT HARIDWAR
AS PER SBD
2 documents required · 2 mandatory
₹5,900
EE I(R) DIVISION NEW TEHRI HQ BAHADRARBAD
₹11.7 L
SE IWC HARIDWAR
2 Jun 2026
11 Apr 2026
29 Apr 2026
11 Apr 2026
29 Apr 2026
15 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, Bushes, Shrubs, Saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | - | Sqm | - | - |
| 2 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum | - | - |
| 3 | Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work. | - | HP hr | - | - |
| 4 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3:6) | - | Cum | - | - |
| 5 | Providing concrete for plain/Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix _1:2:4) | - | Cum | - | - |
| 6 | 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 25) | - | Cum | - | - |
| 7 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | ton | - | - |
| 8 | 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) | - | Cum | - | - |
| 9 | 40 mm thick Tine dressed stone flooring over 20mm (average) tnick Dase of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.( Red sand stone ). | - | Sqm | - | - |
| 10 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist lab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | - | kg | - | - |
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