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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 CrAccepted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | L1 | Accepted-Finance Accept | |
| 2 | L2₹48.9 Cr+₹1.9 Cr (3.99%)Rejected-Finance HOUSE NO 79 SATPULI PAURI ROAD LANSDOWNE PAURI GARHWAL UTTARAKHAND | L2 | Rejected-Finance Reject | |
| 3 | Not Admitted-Fee/PreQual/Technical C 20A METAL COLONY AMBABARI JAIPUR DIST JAIPUR RAJSTHAN PIN 302023 | JAIPUR | RAJASTHAN | 302023 | - | Not Admitted-Fee/PreQual/Technical Others-hard copy not received | |
| 4 | Rejected-Technical | - | Rejected-Technical Conflict of Interest ,Hot mix plant on agreement with Chauhan Associates which already Participated in this bid. Hence Conflict of interest arises | |
| 5 | Rejected-Technical | - | Rejected-Technical Conflict of Interest ,Hot mix plant on agreement with Chauhan Associates which already Participated in this bid. Hence Conflict of interest arises |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L1 | M/s Chauhan Associate L2 |
|---|---|---|---|---|---|
| 1.00Hill Side Cutting | |||||
| 1.01 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1. | 4,961.96 | Cum | 74 ₹3,67,185.04 Lowest | 74 ₹3,67,185.04 Lowest |
| 1.02 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 9,252.47 | Cum | 115 ₹10,64,034.05 Lowest | 115 ₹10,64,034.05 Lowest |
| 1.03 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 48,760.28 | Cum | 294 ₹1,43,35,522.32 Lowest | 296 ₹1,44,33,042.88 |
| 2.00Retaining wall / Breast wall | |||||
| 2.01 | (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m) | 2,890.05 | Cum | 584 ₹16,87,789.2 Lowest | 584 ₹16,87,789.2 Lowest |
| 2.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 458.14 | Cum | 7,741 ₹35,46,461.74 Lowest | 7,741 ₹35,46,461.74 Lowest |
| 2.03 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t&p and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 8,263.82 | Cum | 3,436 ₹2,83,94,485.52 Lowest | 3,460 ₹2,85,92,817.2 |
| 2.04 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | 3,169.23 | Cum | 6,648 ₹2,10,69,041.04 Lowest | 6,700 ₹2,12,33,841 |
| 2.05 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 861.25 | Cum | 5,658 ₹48,72,952.5 Lowest | 5,658 ₹48,72,952.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.2 Cr
Closing Date
9 Jul 2025, 12:00 pmClosed
SE 12TH CIRCLE PWD PAURI
SE 12TH CIRCLE PWD PAURI
Surface improvement and road safety work under CRIF from Km 75.50 to 143.40 of State Highway No. 32 of Late Shri Geetaram Pokhriyal Motor Road (Marchula- Saraikhet- Baijro- Pokhda- Satpuli- Pauri Motor Road).
2025_pwd_84645_2
2425/141yata-12/2025-26 date 29-05-2025
Open Tender
Civil Works - Roads
Item Wise
450 days
bajro
as per technical bid
3 documents required · 3 mandatory
₹5,900
ee cd pwd baijro
₹1.2 Cr
SE 12TH CIRCLE PWD PAURI
17 Feb 2026
5 Jun 2025
9 Jul 2025
5 Jun 2025
9 Jul 2025
12 Jun 2025
10 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Hill Side Cutting | |||||
| 1.01 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1. | 4,961.96 | Cum | - | - |
| 1.02 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 9,252.47 | Cum | - | - |
| 1.03 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 48,760.28 | Cum | - | - |
| 2Retaining wall / Breast wall | |||||
| 2.01 | (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m) | 2,890.05 | Cum | - | - |
| 2.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 458.14 | Cum | - | - |
| 2.03 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t&p and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 8,263.82 | Cum | - | - |
| 2.04 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | 3,169.23 | Cum | - | - |
| 2.05 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 861.25 | Cum | - | - |
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