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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.7 CrAccepted-Finance ADD AVANTIKA COLONY NEAR RICE MILL KAILSA ROAD AMROHA UTTAR PRADESH | AMROHA | UTTAR PRADESH | 244221 | L1 | Accepted-Finance bider rate is lowest one | |
| 2 | L2₹86.6 Cr+₹3.9 Cr (4.73%)Rejected-Finance 271 GIRITAL ROAD KASHIPUR DISTT UDHAM SINGH NAGAR UTTARAKHAND PIN CODE 244713 | KASHIPUR | UDHAM SINGH NAGAR | UTTARAKHAND | 244713 | L2 | Rejected-Finance Bider rate is not lowest one | |
| 3 | Rejected-Technical 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | Rejected-Technical The information given by the farm regarding litigation is incomplete | |
| 4 | Rejected-Technical B 62 SURAJMAL VIHAR NEW DELHI 110092 | NEW DELHI | NEW DELHI | DELHI | 110092 | - | Rejected-Technical Solvency Cerificate is not Valid as per the tender conditions | |
| 5 | Rejected-Technical | - | Rejected-Technical Solvency Cerificate is not Valid as per the tender conditions |
| Sl No | Description | Qty | Unit | SKT BUILDCON PRIVATE LIMITED L2 | M/S ARUN CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Soil with Dozer with all lead and lift by mechanical means including cutting and transporting the earth to site of embankment/dumping area or useing as backfilling behind the wall as per direction engineering of charge including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.) | 46,897.48 | Cum | 140 ₹65,65,647.2 | 136 ₹63,78,057.28 Lowest |
| 2.00 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 11,503.13 | Hrs. | 290 ₹33,35,907.7 | 268 ₹30,82,838.84 Lowest |
| 3.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) . including Shuttring,Centring and T&P etc. | 1,516.8 | Cum | 7,300 ₹1,10,72,640 | 7,100 ₹1,07,69,280 Lowest |
| 4.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade 1:2:4 M20. including Shuttring,Centring and T&P etc. | 14,610.72 | Cum | 8,200 ₹11,98,07,904 | 8,050 ₹11,76,16,296 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 (For height upto 5 m P.C.C. grade M 20 Nominal mix (1:2:4). including Shuttring,Centring and T&P etc. | 23,573.6 | Cum | 8,700 ₹20,50,90,320 | 8,500 ₹20,03,75,600 Lowest |
| 6.00 | Providing and laying reinforced cement concrete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 Height including Shuttring,Centring and T&P for whole Structure. | 4,487.01 | Cum | 12,000 ₹5,38,44,120 | 10,800 ₹4,84,59,708 Lowest |
| 7.00 | Supplying, fitting, and placing HYSD bar reinforcement complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Fe 550D | 176.12 | Ton | 80,000 ₹1,40,89,600 | 77,000 ₹1,35,61,240 Lowest |
| 8.00 | Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) 25-40mm | 6,146.88 | Sqm | 85 ₹5,22,484.8 | 82 ₹5,04,044.16 Lowest |
| 9.00 | Providing and lowering into trenches with true to alignment laying and jointing of full lenghts of HDPE pipes of specified grade as per IS :4984-1995 and specification with testing of pipe line including supply of jointing materials 110mm PN6 . For Weep Hole | 15,960 | Rmt | 1,500 ₹2,39,40,000 | 1,220 ₹1,94,71,200 Lowest |
| 10.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). For Diversion Bandha and Dumping Zone. | 3,300 | No. | 9,800 ₹3,23,40,000 | 9,500 ₹3,13,50,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.7 Cr
Closing Date
6 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SUPERINTENDING ENGG IWC Rudraprayag
SE IWC RPG POKHRI ROAD BELANI RUDRAPRAYAG
Toe Protection and Landslide stabilization work along Left Bank of river Alaknanda at Jyotirmath in District-Chamoli (Uttarakhand).
2025_IRDCE_84699_1
03/se/202526
Open Tender
Civil Works - Others
Item Rate
365 days
Jyotirmath dist Chamoli
as per bidding documents
4 documents required · 4 mandatory
₹5,900
Yes
EXECUTIVE ENGINEER IRRIGATION DIVISION Chamoli
₹1.7 Cr
Yes
SE IWC RPG POKHRI ROAD BELANI RUDRAPRAYAG
17 Sept 2025
9 Jun 2025
8 Aug 2025
9 Jun 2025
6 Aug 2025
9 Jun 2025
9 Jun 2025 - 29 Jul 2025
28 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil with Dozer with all lead and lift by mechanical means including cutting and transporting the earth to site of embankment/dumping area or useing as backfilling behind the wall as per direction engineering of charge including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.) | 46,897.48 | Cum | - | - |
| - | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 11,503.13 | Hrs. | - | - |
| - | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) . including Shuttring,Centring and T&P etc. | 1,516.8 | Cum | - | - |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade 1:2:4 M20. including Shuttring,Centring and T&P etc. | 14,610.72 | Cum | - | - |
| - | Plain/reinforced cement concrete in substructure complete as 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). including Shuttring,Centring and T&P etc. | 23,573.6 | Cum | - | - |
| - | Providing and laying reinforced cement concrete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 Height including Shuttring,Centring and T&P for whole Structure. | 4,487.01 | Cum | - | - |
| - | Supplying, fitting, and placing HYSD bar reinforcement complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Fe 550D | 176.12 | Ton | - | - |
| - | Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) 25-40mm | 6,146.88 | Sqm | - | - |
| - | Providing and lowering into trenches with true to alignment laying and jointing of full lenghts of HDPE pipes of specified grade as per IS :4984-1995 and specification with testing of pipe line including supply of jointing materials 110mm PN6 . For Weep Hole | 15,960 | Rmt | - | - |
| - | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). For Diversion Bandha and Dumping Zone. | 3,300 | No. | - | - |
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