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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹36.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹38.6 LAdmitted-Fee/PreQual/Technical/Finance 01 CHERSOO NH44 PULWAMA PULWAMA JAMMU KASHMIR 192123 | PULWAMA | JAMMU AND KASHMIR | 192123 | ₹38.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹41.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹41.5 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹45.7 LAdmitted-Fee/PreQual/Technical/Finance 150 10 SHANTI BIHAR GOVINDGADH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹45.7 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Not Admitted, As per attached letter. |
| Sl No | Description | Qty | Unit | Baluni Enterprises L1 | SS ENTERPRISES L2 | M/s Mukram Ali Contractor and Supplier, Prop. Mukram Ali, L3 | PRIYAL CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1 . 5 m in width or 1 0 sqm on plan), including dressing of sides and ramming bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 97.26 | cum | 198.69 ₹19,324.59 | 200 ₹19,452 | 150 ₹14,589 Lowest | 247.54 ₹24,075.74 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, onsolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 43 | cum | 149.61 ₹6,433.23 Lowest | 150 ₹6,450 | 180 ₹7,740 | 186.4 ₹8,015.2 |
| 3.00 | 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. | 33.56 | cum | 534.71 ₹17,944.87 | 450 ₹15,102 Lowest | 600 ₹20,136 | 666.19 ₹22,357.34 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 11.19 | cum | 1,621.12 ₹18,140.33 | 1,200 ₹13,428 Lowest | 1,800 ₹20,142 | 2,019.71 ₹22,600.55 |
| 5.00 | 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-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 15.75 | cum | 5,199.81 ₹81,897.01 | 5,200 ₹81,900 | 4,500 ₹70,875 Lowest | 6,478.29 ₹1,02,033.07 |
| 6.00 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, ortlandPozzolana I Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate I retard settingof concrete, to improve durability and workability without mpairingstrength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishingandreinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement content indesign mix is more than 110% of the specified minimum cement content,the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 31.27 | cum | 7,255.26 ₹2,26,871.98 Lowest | 7,500 ₹2,34,525 | 7,500 ₹2,34,525 | 9,039.11 ₹2,82,652.97 |
| 7.00 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana I Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate I retard settingof concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement content indesign mix is more than 110% of the specified minimum cement content,the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. 5.33.1 All works above plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 34.37 | cum | 7,526.73 ₹2,58,693.71 | 7,500 ₹2,57,775 Lowest | 9,000 ₹3,09,330 | 9,377.34 ₹3,22,299.18 |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level | 7,905.73 | Kg | 82.33 ₹6,50,878.75 Lowest | 105 ₹8,30,101.65 | 105 ₹8,30,101.65 | 102.57 ₹8,10,890.73 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 31.32 | sqm | 299.33 ₹9,375.02 | 250 ₹7,830 Lowest | 300 ₹9,396 | 372.93 ₹11,680.17 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, Columns, Pillars, Piers, Abutments, Posts and Struts | 103.68 | sqm | 733.78 ₹76,078.31 | 450 ₹46,656 Lowest | 500 ₹51,840 | 914.2 ₹94,784.26 |
Tender Value
₹50.5 L
EMD Value
₹1.0 L
Closing Date
10 Aug 2026, 3:00 pmClosed
Executive Engineer, Const. Div. PWD. Dehradun
Executive Engineer, Construction Division, PWD, Dehradun
Construction of store room, ladies and gents toilets, and changing rooms near the Hockey Ground at Pavilion Ground in Dehradun district under the District Plan. (Civil Work)
2026_pwd_98156_1
2668/18A (Nivida), Date 20-07-2026
Open Tender
Civil Works - Buildings
Item Rate
270 days
Pavilion Ground
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Const. Div. PWD. Dehradun
₹1.0 L
12 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1 . 5 m in width or 1 0 sqm on plan), including dressing of sides and ramming bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 97.26 | cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, onsolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 43 | cum | - | - |
| 3 | 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. | 33.56 | cum | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 11.19 | cum | - | - |
| 5 | 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-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 15.75 | cum | - | - |
| 6 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, ortlandPozzolana I Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate I retard settingof concrete, to improve durability and workability without mpairingstrength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishingandreinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement content indesign mix is more than 110% of the specified minimum cement content,the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 31.27 | cum | - | - |
| 7 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana I Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate I retard settingof concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement content indesign mix is more than 110% of the specified minimum cement content,the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. 5.33.1 All works above plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 34.37 | cum | - | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level | 7,905.73 | Kg | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 31.32 | sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, Columns, Pillars, Piers, Abutments, Posts and Struts | 103.68 | sqm | - | - |
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