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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | PAURI GARHWAL | UTTARAKHAND | 246001 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical N A | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | NARENDRA SINGH L1 | SHRI SHAKTI OM CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer 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 Technical Specification Clause 1603.1 | 38,644 | Cum | 76 ₹29,36,944 Lowest | 80 ₹30,91,520 |
| 2.00 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 21,693 | Cum | 119 ₹25,81,467 Lowest | 130 ₹28,20,090 |
| 3.00 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 16,382 | Cum | 302 ₹49,47,364 Lowest | 310 ₹50,78,420 |
| 4.00 | 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). (The rates quoted by the contractor shall be exclusive of the cost of gabions, as the gabions will be supplied by the Department free of cost). | 320 | No | 8,674 ₹27,75,680 Lowest | 8,680 ₹27,77,600 |
| 5.00 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed | 38,616 | Cum | 13.5 ₹5,21,316 Lowest | 15 ₹5,79,240 |
| 6.00 | Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader excluding time for haulage
and return trip. | 22,135 | Cum | 31 ₹6,86,185 Lowest | 32 ₹7,08,320 |
| 7.00 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for
haulage and return trip) | 22,135 | Cum | 12 ₹2,65,620 Lowest | 13 ₹2,87,755 |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
14 Jul 2026, 3:00 pmClosed
Superintending Engineer
Office of the S.E., 8th circle. PWD, New Tehri
New Construction Work from KM 6 (HM 2-4) of Chiledi Manjuli Motor Road to Chaurikhal Sirwadi Kanda Motor Road (Phase II, Stage I) Under State Sector.
2026_pwd_96627_1
2219/06Cash-Tender-8/2026 Dated 08-06-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Kirtinagar (T.G.)
As per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
E.E., T.D., PWD, Srinagar (HQ-Kirtinagar)
₹3.5 L
Office of the S.E., 8th circle. PWD, New Tehri
31 Jul 2026
15 Jun 2026
15 Jul 2026
15 Jun 2026
14 Jul 2026
18 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer 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 Technical Specification Clause 1603.1 | 38,644 | Cum | - | - |
| 2 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 21,693 | Cum | - | - |
| 3 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 16,382 | Cum | - | - |
| 4 | 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). (The rates quoted by the contractor shall be exclusive of the cost of gabions, as the gabions will be supplied by the Department free of cost). | 320 | No | - | - |
| 5 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed | 38,616 | Cum | - | - |
| 6 | Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader excluding time for haulage
and return trip. | 22,135 | Cum | - | - |
| 7 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for
haulage and return trip) | 22,135 | Cum | - | - |
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