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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹7.3 L (6.07%)Rejected-Finance | ₹1.3 Cr+₹7.3 L (6.07%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance AT 0 CIVIL LINES DISTRICT PAURI GARHWAL | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | SHAILENDRA KUMAR L1 | M/S Laxman Prasad Duklan Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5m, including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a leadof 50 m,all kinds of soil. | 233.75 | Cum | 220 ₹51,425 Lowest | 221 ₹51,658.75 |
| 2.00 | Providing and laying in position 1:4:8 cement concrete of specified grade cum excluding the cost of centering and shuttering - All work up toplinthlevel : | 53.81 | Cum | 5,500 ₹2,95,955 Lowest | 5,773 ₹3,10,645.13 |
| 3.00 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 30.51 | Cum | 6,195 ₹1,89,009.45 Lowest | 6,195 ₹1,89,009.45 Lowest |
| 4.00 | 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. | 68.19 | Cum | 166 ₹11,319.54 Lowest | 166 ₹11,319.54 Lowest |
| 5.00 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 50.27 | Cum | 7,000 ₹3,51,890 Lowest | 7,666 ₹3,85,369.82 |
| 6.00 | Providing and laying in position specified grade of Reinforced cement concrete 1:1.5:3 work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor five level excluding cost of centring,shuttering, finishing and reinforcement : 1:1.5:3 (1 cement:1.5 coars sand:3 graded stone aggregate 20 mm nominal size) | 140.71 | Cum | 9,000 ₹12,66,390 Lowest | 9,197 ₹12,94,109.87 |
| 7.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 95.88 | Sqm | 332 ₹31,832.16 Lowest | 333 ₹31,928.04 |
| 8.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 407.7 | Sqm | 600 ₹2,44,620 Lowest | 625 ₹2,54,812.5 |
| 9.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 303.84 | Sqm | 800 ₹2,43,072 Lowest | 815 ₹2,47,629.6 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform | 634.94 | Sqm | 800 ₹5,07,952 | 786 ₹4,99,062.84 Lowest |
Tender Value
Refer Docs
EMD Value
₹3 L
Closing Date
2 Jul 2026, 3:00 pmClosed
Executive Engineer RWD Division Pauri
Executive Engineer Rural Works Department Division Pauri Kandoliya Road Vikas Bhawan Pauri
Construction of Type-03 (4 units) and Type-04 (1 unit) residential quarters for the Tehsildar and Naib Tehsildar of Pauri at the Pauri Garhwal district headquarters.
2026_RES_96780_1
507/R.W.D/T.I-02/2026-27
Open Tender
Civil Works - Buildings
Item Wise
365 days
Pauri
as per NIT
3 documents required · 3 mandatory
₹4,720
Executive Engineer Rural Works Department
₹3 L
18 Sept 2026
18 Jun 2026
3 Jul 2026
18 Jun 2026
2 Jul 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5m, including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a leadof 50 m,all kinds of soil. | 233.75 | Cum | 220.59 | ₹51,562.91 |
| 2 | Providing and laying in position 1:4:8 cement concrete of specified grade cum excluding the cost of centering and shuttering - All work up toplinthlevel : | 53.81 | Cum | 5,772.88 | ₹3,10,638.67 |
| 3 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 30.51 | Cum | 6,195.97 | ₹1,89,039.04 |
| 4 | 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. | 68.19 | Cum | 166.1 | ₹11,326.36 |
| 5 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 50.27 | Cum | 7,665.89 | ₹3,85,364.29 |
| 6 | Providing and laying in position specified grade of Reinforced cement concrete 1:1.5:3 work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor five level excluding cost of centring,shuttering, finishing and reinforcement : 1:1.5:3 (1 cement:1.5 coars sand:3 graded stone aggregate 20 mm nominal size) | 140.71 | Cum | 9,197.42 | ₹12,94,168.97 |
| 7 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 95.88 | Sqm | 332.33 | ₹31,863.8 |
| 8 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 407.7 | Sqm | 624.07 | ₹2,54,433.34 |
| 9 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 303.84 | Sqm | 814.66 | ₹2,47,526.29 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform | 634.94 | Sqm | 785.81 | ₹4,98,942.2 |
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