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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.9 CrAdmitted-Finance 102 SUBHASH ROAD HERITAGE HEIGHTS DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹48.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹50.8 CrAdmitted-Finance | ₹50.8 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Shiv Kumar Agarwal L1 | MAHALAXMI BUILDWELL(INDIA) PVT. LTD. L2 |
|---|---|---|---|---|---|
| 1.00BOUNDARY WALL SUB HEAD-1 (EARTH WORK) | |||||
| 2.00 | 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. | 1,683.99 | Cum | 218 ₹3,67,109.82 Lowest | 222 ₹3,73,845.78 |
| 3.00 | 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. | 3,174.47 | Cum | 165 ₹5,23,787.55 Lowest | 168 ₹5,33,310.96 |
| 4.00 | 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from
natural sources : 8 graded stone aggregate 40 mm nominal
size derived from natural sources) | 225.79 | Cum | 5,750 ₹12,98,292.5 Lowest | 5,900 ₹13,32,161 |
| 5.00 | providing and fixing of koa/cow boloa/hollywood including all required as per site completed mts all fixing complete . | 20 | Cum | 3,80,000 ₹76,00,000 Lowest | 3,85,000 ₹77,00,000 |
| 6.00 | Tostem wrapping bar system in autumn brown size of 30 x 50 Lattice with height of 3.75 mtr and width is as per actual at site and using a L clip section of 4 mtr (3 supports at top ,bottom & centre )and also having a MS piller of 100 x100 at the end of each section as per site requirement including fixing /granting with correcting . | 5,650 | sqm | 18,100 ₹10,22,65,000 Lowest | 18,500 ₹10,45,25,000 |
| 7.00 | providing and fixing of M.S guage casing box with 12mm dia bar mess including all welding fixing as per required . | 27,212 | kg | 168 ₹45,71,616 Lowest | 170 ₹46,26,040 |
| 8.00 | SUB HEAD-3 (FINISHING WORK) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and manufacture | 26,013.54 | Sqm | 190 ₹49,42,572.6 Lowest | 200 ₹52,02,708 |
| 9.00 | DASH FASTENERS Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. | 737.83 | Kg | 140 ₹1,03,296.2 Lowest | 145 ₹1,06,985.35 |
| 10.00 | PARHWAY SUB HEAD-1 (EARTH WORK)Excavation in Hilly Area in Ordinary Rock by manual means 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. | 34,216.08 | Cum | 485 ₹1,65,94,798.8 Lowest | 490 ₹1,67,65,879.2 |
Tender Value
₹46.6 Cr
EMD Value
₹71.6 L
Closing Date
2 Feb 2026, 2:00 pmClosed
EE Mdda
Mdda office Transport Nagar dehradun
DEVELOPMENT AND BEAUTIFICATION OF ECO PARK MUSSOORIE
2026_MDDA_91365_1
MDDA/CIVIL/570/1/25-26
Open Tender
Civil Works
Item Wise
360 days
Dehradun
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
SECRETARY MDDA
₹71.6 L
27 Mar 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BOUNDARY WALL SUB HEAD-1 (EARTH WORK) | - | - | - | - |
| 2 | 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. | 1,683.99 | Cum | - | - |
| 3 | 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. | 3,174.47 | Cum | - | - |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from
natural sources : 8 graded stone aggregate 40 mm nominal
size derived from natural sources) | 225.79 | Cum | - | - |
| 5 | providing and fixing of koa/cow boloa/hollywood including all required as per site completed mts all fixing complete . | 20 | Cum | - | - |
| 6 | Tostem wrapping bar system in autumn brown size of 30 x 50 Lattice with height of 3.75 mtr and width is as per actual at site and using a L clip section of 4 mtr (3 supports at top ,bottom & centre )and also having a MS piller of 100 x100 at the end of each section as per site requirement including fixing /granting with correcting . | 5,650 | sqm | - | - |
| 7 | providing and fixing of M.S guage casing box with 12mm dia bar mess including all welding fixing as per required . | 27,212 | kg | - | - |
| 8 | SUB HEAD-3 (FINISHING WORK) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and manufacture | 26,013.54 | Sqm | - | - |
| 9 | DASH FASTENERS Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. | 737.83 | Kg | - | - |
| 10 | PARHWAY SUB HEAD-1 (EARTH WORK)Excavation in Hilly Area in Ordinary Rock by manual means 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. | 34,216.08 | Cum | - | - |
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