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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 CrAdmitted-Finance | ₹29.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹30.5 CrAdmitted-Finance | ₹30.5 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical As Per Attach |
| 4 | Not Admitted-Fee/PreQual/Technical ADD AVANTIKA COLONY NEAR RICE MILL KAILSA ROAD AMROHA UTTAR PRADESH | AMROHA | UTTAR PRADESH | 244221 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Rejected-Technical AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | - | - | Rejected-Technical As Per Attach |
| Sl No | Description | Qty | Unit | SPAR GEO INFRA PRIVATE LIMITED L2 | SRM Contractors Limited L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 8,721 | Cum | 392.92 ₹34.3 L | 380 ₹33.1 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 10 Nominal mix (1:3:6) including Shuttring, Centring and T &P etc. | 214 | Cum | 9,225 ₹19.7 L | 9,000 ₹19.3 L |
| 3.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 P.C.C. grade M 15 (1:2.50:5) | 6,268.2 | Cum | 11,070 ₹6.9 Cr | 10,800 ₹6.8 Cr |
| 4.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clasues 800, 1205.4 and 1205.5 R.C.C M 25 including Shuttring, Centring and T&P etc. Raft | 819 | Cum | 10,701 ₹87.6 L | 10,440 ₹85.5 L |
| 5.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clasues 800, 1205.4 and 1205.5 R.C.C M 25 including Shuttering, Centring and T&P etc. for wall | 1,792.02 | Cum | 11,890 ₹2.1 Cr | 11,600 ₹2.1 Cr |
| 6.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 3,810.15 | Rmt | 461.25 ₹17.6 L | 450 ₹17.1 L |
| 7.00 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure completeas per drawing and technical specifications Clauses 1002, 1010 and 1202 | 329.36 | Ton | 1,35,915 ₹4.5 Cr | 1,32,600 ₹4.4 Cr |
| 8.00 | Supply and Installation of Self driven rock anchor made of 40CR material with ouler dia of 32 mm and inner dia of 18.5 mm, Yield Load Carrying Capacity of Minimum 230 KN in soil / overburden Frock suitable for drilling placing and cement grouting. Installation with all accessories such as 51 mm dia drill bill, couplers, 10mm thick base plate and nut and bolt complete in all respect but excluding the cost of cement grouting which will be paid extra as per relevant BOQ item. | 12,351 | Rmt | 3,170.79 ₹3.9 Cr | 3,018 ₹3.7 Cr |
| 9.00 | Grouting with Cement-Grouting cement slurry in grout holes under specified pressure forconsolidation / contact grouting i ncluding cost of all materials, machinery, labour, redrilling wherevernecessary, ventilation,lighting, drainage and other ancillary operations etc. complete as per Drawing and Technical Specifications | 926.33 | Tone | 12,915 ₹1.2 Cr | 12,600 ₹1.2 Cr |
| 10.00 | Supply & Fixing 3D net including all cost of labour, material and T&P required for proper completion of work. 3D net is lightweight three dimensional mat made of continuous monofilaments. 3D net are made of three dimensional structure consisting of UV stabilized non-degradable polypropylene/polyethylene/Nylon or similar polymer fibres that are extruded or heat bonded at the contact points to provide a dimensionally stable Matrix for soil erosion protection with minimum tensile strength 2 kN/m in length direction & 1 kN/m in cross direction having thickness 6.5-10mm mass per unit 450-600 GSM. | 6,471 | Sqm | 486.88 ₹31.5 L | 475 ₹30.7 L |
Updated dates
Tender Value
₹35.2 Cr
EMD Value
₹70.3 L
Closing Date
12 May 2026, 5:00 pmClosed
Superintending Engineer
Office Of the Superintending Engineer IWC Pithoragarh
Slope Protection Works of Khotila and Ghatdhar Dharchula Pithoragarh Uttarakhand
2026_IRDCE_94158_1
05/SE/2025-26
Open Tender
Civil Works
360 days
Khotila and Ghatdhar, Dharchula
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID DHARCHULA
₹70.3 L
Office Of the Superintending Engineer IWC Pithorag
27 May 2026
11 Apr 2026
13 May 2026
11 Apr 2026
12 May 2026
21 Apr 2026
12 Apr 2026 - 18 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 10 Nominal mix (1:3:6) including Shuttring, Centring and T &P etc. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 P.C.C. grade M 15 (1:2.50:5) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clasues 800, 1205.4 and 1205.5 R.C.C M 25 including Shuttring, Centring and T&P etc. Raft | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clasues 800, 1205.4 and 1205.5 R.C.C M 25 including Shuttering, Centring and T&P etc. for wall | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | Rmt | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure completeas per drawing and technical specifications Clauses 1002, 1010 and 1202 | - | Ton | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Supply and Installation of Self driven rock anchor made of 40CR material with ouler dia of 32 mm and inner dia of 18.5 mm, Yield Load Carrying Capacity of Minimum 230 KN in soil / overburden Frock suitable for drilling placing and cement grouting. Installation with all accessories such as 51 mm dia drill bill, couplers, 10mm thick base plate and nut and bolt complete in all respect but excluding the cost of cement grouting which will be paid extra as per relevant BOQ item. | - | Rmt | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Grouting with Cement-Grouting cement slurry in grout holes under specified pressure forconsolidation / contact grouting i ncluding cost of all materials, machinery, labour, redrilling wherevernecessary, ventilation,lighting, drainage and other ancillary operations etc. complete as per Drawing and Technical Specifications | - | Tone | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Supply & Fixing 3D net including all cost of labour, material and T&P required for proper completion of work. 3D net is lightweight three dimensional mat made of continuous monofilaments. 3D net are made of three dimensional structure consisting of UV stabilized non-degradable polypropylene/polyethylene/Nylon or similar polymer fibres that are extruded or heat bonded at the contact points to provide a dimensionally stable Matrix for soil erosion protection with minimum tensile strength 2 kN/m in length direction & 1 kN/m in cross direction having thickness 6.5-10mm mass per unit 450-600 GSM. | - | Sqm | - | - | BI01010001010000000000000515BI0100001122 |
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