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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-Finance | ₹49.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹53.0 L+₹3.1 L (6.21%)Rejected-Finance | ₹53.0 L+₹3.1 L (6.21%) | L2 | Rejected-Finance L2 |
| 3 | L3₹55.3 L+₹5.5 L (10.9%)Rejected-Finance | ₹55.3 L+₹5.5 L (10.9%) | L3 | Rejected-Finance L3 |
| 4 | L4₹55.5 L+₹5.6 L (11.3%)Rejected-Finance GRAM BHANGOTA NARAYANBAGAD DISTRICT CHAMOLI | CHAMOLI | UTTARAKHAND | 246401 | ₹55.5 L+₹5.6 L (11.3%) | L4 | Rejected-Finance L4 |
| 5 | L5₹59.3 L+₹9.4 L (18.8%)Rejected-Finance | ₹59.3 L+₹9.4 L (18.8%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | DEVENDRA SINGH L4 | Kheema Nand Devrari L2 | PRIYANKA CONSTRUCTION L5 | ARCHERY INFRA TECH L1 | VIRENDRA SINGH CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Items According to D.S.R. | ||||||||
| 2.00EARTH WORK | ||||||||
| 3.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 225.95 | SQM | 29.71 ₹6,712.97 | 28.45 ₹6,428.28 | 31.75 ₹7,173.91 | 25.55 ₹5,773.02 Lowest | 29.71 ₹6,712.97 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 148.22 | CUM | 226.46 ₹33,565.9 | 216.83 ₹32,138.54 | 242 ₹35,869.24 | 194.76 ₹28,867.33 Lowest | 226.46 ₹33,565.9 |
| 5.00FILLING IN FOUNDATION | ||||||||
| 6.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 88.93 | CUM | 170.52 ₹15,164.34 | 163.27 ₹14,519.6 | 182 ₹16,185.26 | 146.66 ₹13,042.47 Lowest | 170.52 ₹15,164.34 |
| 7.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 40.58 | CUM | 609.44 ₹24,731.08 | 583.52 ₹23,679.24 | 649.25 ₹26,346.57 | 524.14 ₹21,269.6 Lowest | 609.44 ₹24,731.08 |
| 8.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 6.92 | CUM | 1,847.66 ₹12,785.81 | 1,769.08 ₹12,242.03 | 1,968.5 ₹13,622.02 | 1,589.07 ₹10,996.36 Lowest | 1,847.66 ₹12,785.81 |
| 9.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 135.3 | SQM | 269.74 ₹36,495.82 | 258.27 ₹34,943.93 | 287.5 ₹38,898.75 | 231.99 ₹31,388.25 Lowest | 269.74 ₹36,495.82 |
| 10.00CONCRETE WORK (PCC) | ||||||||
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
10 Aug 2026, 5:00 pmClosed
Executive Engineer
Con. Div. PWD Gauchar
Construction of Range Office Building under Aatagad Range.
2026_pwd_98078_1
1165/15AC Dated 21-07-2
Open Tender
Civil Works - Buildings
Item Rate
Block Karanprayag
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD Gauchar (Chamoli)
₹1.3 L
19 Sept 2026
24 Jul 2026
11 Aug 2026
24 Jul 2026
10 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Items According to D.S.R. | - | - | - | - |
| 2 | EARTH WORK | - | - | - | - |
| 3 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 225.95 | SQM | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 148.22 | CUM | - | - |
| 5 | FILLING IN FOUNDATION | - | - | - | - |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 88.93 | CUM | - | - |
| 7 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 40.58 | CUM | - | - |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 6.92 | CUM | - | - |
| 9 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 135.3 | SQM | - | - |
| 10 | CONCRETE WORK (PCC) | - | - | - | - |
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