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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹34.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹35.8 L+₹1.5 L (4.41%)Admitted-Fee/PreQual/Technical/Finance | ₹35.8 L+₹1.5 L (4.41%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹38.0 L+₹3.6 L (10.6%)Admitted-Fee/PreQual/Technical/Finance 85 1 NIRANJANPUR SAI LOK PHASE 1 DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹38.0 L+₹3.6 L (10.6%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹39.6 L+₹5.3 L (15.5%)Admitted-Fee/PreQual/Technical/Finance | ₹39.6 L+₹5.3 L (15.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹41.3 L+₹7.0 L (20.4%)Admitted-Fee/PreQual/Technical/Finance | ₹41.3 L+₹7.0 L (20.4%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | TRIVENDRA KUMAR L9 | kwality construction L3 | ROYAL TRADELINK AGENCY L5 | Radha Krishna Enterprises L10 | Ayush Construction / Ayush Mamgain L7 | KAMAL KUMAR L4 | M/S Jalap singh chauhan L6 | KUNDAN SINGH L2 | Aman Construction & Trading Company L11 | Prem Singh Panwar L12 | INTAJAR L1 | Deewan Singh Pundeer L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m. All kinds of soil. | 155.51 | cum | 200 ₹31,102 | 100 ₹15,551 | 144.8 ₹22,517.85 | 177 ₹27,525.27 | 164.51 ₹25,582.95 | 199.99 ₹31,100.44 | 110 ₹17,106.1 | 54 ₹8,397.54 Lowest | 120 ₹18,661.2 | 185 ₹28,769.35 | 123.38 ₹19,186.82 | 156.73 ₹24,373.08 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 14.19 | cum | 3,000 ₹42,570 | 5,000 ₹70,950 | 3,790 ₹53,780.1 | 4,662 ₹66,153.78 | 4,492.72 ₹63,751.7 | 1,999.99 ₹28,379.86 | 3,540 ₹50,232.6 | 1,405 ₹19,936.95 Lowest | 5,200 ₹73,788 | 4,859 ₹68,949.21 | 3,228.66 ₹45,814.69 | 4,101.55 ₹58,200.99 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m. | 71.45 | cum | 400 ₹28,580 | 600 ₹42,870 | 389.7 ₹27,844.07 | 478 ₹34,153.1 | 117.41 ₹8,388.94 Lowest | 799.99 ₹57,159.29 | 385 ₹27,508.25 | 145 ₹10,360.25 | 150 ₹10,717.5 | 499 ₹35,653.55 | 332.02 ₹23,722.83 | 421.78 ₹30,136.18 |
| 4.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) | 17.46 | cum | 5,200 ₹90,792 | 5,000 ₹87,300 | 3,970 ₹69,316.2 | 4,881 ₹85,222.26 | 4,885.58 ₹85,302.23 | 4,999.99 ₹87,299.83 | 4,050 ₹70,713 | 1,471 ₹25,683.66 Lowest | 5,650 ₹98,649 | 5,087 ₹88,819.02 | 3,380.44 ₹59,022.48 | 4,294.36 ₹74,979.53 |
| 5.00 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) | 85.06 | cum | 6,500 ₹5,52,890 | 5,200 ₹4,42,312 | 5,066 ₹4,30,913.96 | 6,231 ₹5,30,008.86 | 5,668.23 ₹4,82,139.64 | 1,299.99 ₹1,10,577.15 Lowest | 5,250 ₹4,46,565 | 7,434 ₹6,32,336.04 | 7,000 ₹5,95,420 | 6,494 ₹5,52,379.64 | 4,315.91 ₹3,67,111.3 | 5,482.74 ₹4,66,361.86 |
| 6.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) | 81.76 | sq.m | 700 ₹57,232 | 900 ₹73,584 | 625 ₹51,100 | 768 ₹62,791.68 | 695.46 ₹56,860.81 | 1,399.99 ₹1,14,463.18 | 620 ₹50,691.2 | 232 ₹18,968.32 Lowest | 900 ₹73,584 | 801 ₹65,489.76 | 532.64 ₹43,548.65 | 676.65 ₹55,322.9 |
| 7.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability andworkability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum | 23.25 | cum | 7,200 ₹1,67,400 | 5,000 ₹1,16,250 | 5,288 ₹1,22,946 | 6,504 ₹1,51,218 | 6,576.59 ₹1,52,905.72 | 1,599.99 ₹37,199.77 Lowest | 5,250 ₹1,22,062.5 | 1,960 ₹45,570 | 6,500 ₹1,51,125 | 6,779 ₹1,57,611.75 | 4,504.93 ₹1,04,739.62 | 5,722.86 ₹1,33,056.5 |
| 8.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability andworkability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V level.Concrete of M25 grade with minimum cement content of 330 kg /cum | 66.61 | cum | 7,400 ₹4,92,914 | 5,000 ₹3,33,050 | 5,490 ₹3,65,688.9 | 6,747 ₹4,49,417.67 | 7,327 ₹4,88,051.47 | 2,599.99 ₹1,73,185.33 Lowest | 6,250 ₹4,16,312.5 | 8,050 ₹5,36,210.5 | 7,000 ₹4,66,270 | 7,032 ₹4,68,401.52 | 4,673.5 ₹3,11,301.84 | 5,937 ₹3,95,463.57 |
| 9.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 6.02 | cum | 7,000 ₹42,140 | 6,000 ₹36,120 | 5,035 ₹30,310.7 | 6,190 ₹37,263.8 | 6,507.69 ₹39,176.29 | 8,000.99 ₹48,165.96 | 5,650 ₹34,013 | 1,865 ₹11,227.3 Lowest | 6,500 ₹39,130 | 6,451 ₹38,835.02 | 4,287.38 ₹25,810.03 | 5,446.5 ₹32,787.93 |
| 10.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 13,274.02 | kg | 80 ₹10,61,921.6 | 45 ₹5,97,330.9 | 68 ₹9,02,633.36 | 73 ₹9,69,003.46 | 71.13 ₹9,44,181.04 | 37.99 ₹5,04,280.02 Lowest | 65 ₹8,62,811.3 | 88.75 ₹11,78,069.28 | 80 ₹10,61,921.6 | 76 ₹10,08,825.52 | 51.12 ₹6,78,567.9 | 64.94 ₹8,62,014.86 |
Tender Value
₹59.7 L
EMD Value
₹1.2 L
Closing Date
7 Jul 2026, 5:00 pmClosed
EE RWD DIVISON DEHRADUN
as per tender notice
Construction of the government seed depot office in the sahaspur Development block of dehradun district
2026_RES_96897_1
397 dt 22-06-2026
Open Tender
Civil Works - Buildings
Item Rate
270 days
As per tender notice
as per tender notice
2 documents required · 2 mandatory
₹4,720
EE RWD DIV Dehradun
₹1.2 L
20 Jul 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
7 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m. All kinds of soil. | 155.51 | cum | 214.64 | ₹33,378.67 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 14.19 | cum | 5,617.02 | ₹79,705.51 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m. | 71.45 | cum | 577.62 | ₹41,270.95 |
| 4 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) | 17.46 | cum | 5,881.08 | ₹1,02,683.66 |
| 5 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) | 85.06 | cum | 7,508.55 | ₹6,38,677.26 |
| 6 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) | 81.76 | sq.m | 926.66 | ₹75,763.72 |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability andworkability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum | 23.25 | cum | 7,837.39 | ₹1,82,219.32 |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability andworkability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V level.Concrete of M25 grade with minimum cement content of 330 kg /cum | 66.61 | cum | 8,130.65 | ₹5,41,582.6 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 6.02 | cum | 7,458.91 | ₹44,902.64 |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 13,274.02 | kg | 88.93 | ₹11,80,458.6 |
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