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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₹96.3 LAccepted-Finance | L1 | Accepted-Finance qualified | |
| 2 | L2₹96.8 L+₹52,394.22 (0.54%)Accepted-Finance C 14 1 TYPE 3 SECTOR 4 MOLDHAR NEW TEHRI TEHRI GARHWAL UTTARAKHAND | L2 | Accepted-Finance qualified | |
| 3 | L3₹98.5 L+₹2.2 L (2.29%)Accepted-Finance 201 174 | DEHRADUN | DEHRADUN | UTTARAKHAND | L3 | Accepted-Finance qualified | |
| 4 | L4₹99.6 L+₹3.4 L (3.48%)Accepted-Finance GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | L4 | Accepted-Finance qualified | |
| 5 | L5₹1.0 Cr+₹5.7 L (5.88%)Accepted-Finance DOON VALLEY UTTARAKHAND UT | ALMORA | UTTARAKHAND | 263601 | L5 | Accepted-Finance qualified |
| Sl No | Description | Qty | Unit | DEVENDRA LAL CONTRACTOR L6 | Girish Chandra Sati L1 | PRADEEP SINGH L2 | GOLJU CONSTRUCTION L5 | RAMESH SINGH RAWAT L4 | Mamta Construction Co L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.01 | EARTH WORK :: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift u | 112.5 | cum | 140 ₹15,750 | 125.87 ₹14,160.38 | 150 ₹16,875 | 141 ₹15,862.5 | 130.26 ₹14,654.25 | 125 ₹14,062.5 Lowest |
| 2.01 | 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 | 138.22 | cum | 200 ₹27,644 | 184.59 ₹25,514.03 Lowest | 220 ₹30,408.4 | 205 ₹28,335.1 | 191.02 ₹26,402.78 | 200 ₹27,644 |
| 3.01 | 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. | 127.79 | cum | 150 ₹19,168.5 | 138.99 ₹17,761.53 Lowest | 166 ₹21,213.14 | 154 ₹19,679.66 | 143.84 ₹18,381.31 | 150 ₹19,168.5 |
| 4.01 | CONCRETE WORK :: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :: "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 3.32 | cum | 5,000 ₹16,600 Lowest | 5,586.92 ₹18,548.57 | 6,593 ₹21,888.76 | 6,210 ₹20,617.2 | 5,781.81 ₹19,195.61 | 5,900 ₹19,588 |
| 5.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 35.67 | cum | 4,500 ₹1,60,515 Lowest | 4,830.63 ₹1,72,308.57 | 5,772 ₹2,05,887.24 | 5,370 ₹1,91,547.9 | 4,999.13 ₹1,78,318.97 | 5,300 ₹1,89,051 |
| 6.01 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, inc | 41.92 | sqm | 550 ₹23,056 | 531.36 ₹22,274.61 Lowest | 635 ₹26,619.2 | 590 ₹24,732.8 | 549.89 ₹23,051.39 | 550 ₹23,056 |
| 7.01 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding th | 35.31 | cum | 7,000 ₹2,47,170 | 6,740.16 ₹2,37,995.05 Lowest | 8,054 ₹2,84,386.74 | 7,500 ₹2,64,825 | 6,975.27 ₹2,46,296.78 | 6,800 ₹2,40,108 |
| 8.01 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding th | 137.81 | cum | 7,500 ₹10,33,575 | 6,992.36 ₹9,63,617.13 Lowest | 8,356 ₹11,51,540.36 | 7,800 ₹10,74,918 | 7,236.27 ₹9,97,230.37 | 7,200 ₹9,92,232 |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete | 84.4 | sqm | 300 ₹25,320 | 278.09 ₹23,470.8 | 100 ₹8,440 Lowest | 310 ₹26,164 | 287.79 ₹24,289.48 | 300 ₹25,320 |
| 10.01 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform | 373.27 | sqm | 650 ₹2,42,625.5 | 657.55 ₹2,45,443.69 | 200 ₹74,654 Lowest | 730 ₹2,72,487.1 | 680.48 ₹2,54,002.77 | 500 ₹1,86,635 |
Tender Value
₹1.1 Cr
EMD Value
₹2.9 L
Closing Date
6 Feb 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE RWD CHAMOLI
EE RWD CHAMOLI
Construction work of video conferencing room (including VC cubicles) in district Jail Chamoli (Pursadi) (VK Dasholi)
2026_RES_91145_1
3475/RWD/20.01.2026
Open Tender
Civil Works
Item Rate
365 days
GOPESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE RWD CHAMOLI
₹2.9 L
29 Oct 2026
21 Jan 2026
6 Feb 2026
21 Jan 2026
6 Feb 2026
21 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | EARTH WORK :: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift u | 112.5 | cum | - | - |
| 2.01 | 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 | 138.22 | cum | - | - |
| 3.01 | 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. | 127.79 | cum | - | - |
| 4.01 | CONCRETE WORK :: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :: "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 3.32 | cum | - | - |
| 5.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 35.67 | cum | - | - |
| 6.01 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, inc | 41.92 | sqm | - | - |
| 7.01 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding th | 35.31 | cum | - | - |
| 8.01 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding th | 137.81 | cum | - | - |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete | 84.4 | sqm | - | - |
| 10.01 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform | 373.27 | sqm | - | - |
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