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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.3 LAdmitted-Finance | ₹60.3 L | L1 | Admitted-Finance |
| 2 | L2₹65.8 L+₹5.4 L (9.02%)Admitted-Finance | ₹65.8 L+₹5.4 L (9.02%) | L2 | Admitted-Finance |
| 3 | L3₹68.0 L+₹7.7 L (12.7%)Admitted-Finance | ₹68.0 L+₹7.7 L (12.7%) | L3 | Admitted-Finance |
| 4 | L4₹68.7 L+₹8.3 L (13.8%)Admitted-Finance | ₹68.7 L+₹8.3 L (13.8%) | L4 | Admitted-Finance |
| 5 | L5₹69.4 L+₹9.0 L (15.0%)Admitted-Finance | ₹69.4 L+₹9.0 L (15.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MAHABIR PRASAD NAUTIYAL L8 | KISHORE SINGH MANDRWAL L5 | DEEPAK PRASAD CHAMOLI L2 | DURGESH BANGAIE L1 | GHAN SHYAM SINGH L7 | sandeep chauhan L4 | BHAGWATI PRASAD UNIYAL L3 | DIWAN SINGH NEGI L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00BOUNDARY WALL/PATHWAY/KIOSK | |||||||||||
| 1.01 | 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 for all lift, as directed by Engineer-in-charge. All kinds of soil. | 360.05 | cum | 172 ₹61,928.6 | 155 ₹55,807.75 | 154 ₹55,447.7 | 110 ₹39,605.5 Lowest | 171 ₹61,568.55 | 160 ₹57,608 | 150 ₹54,007.5 | 165 ₹59,408.25 |
| 1.02 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 108.02 | cum | 190 ₹20,523.8 | 171 ₹18,471.42 | 170 ₹18,363.4 | 120 ₹12,962.4 Lowest | 189 ₹20,415.78 | 185 ₹19,983.7 | 160 ₹17,283.2 | 182 ₹19,659.64 |
| 1.03 | Sand filling in plinth including supply of necessary quantity of Sand from a distance not exceeding 8km from the site of work & including Watering dressing etc. Rate to include cost of all materials, labourand T & P etc. required for proper completion of the work. | 161.42 | cum | 2,066 ₹3,33,493.72 | 1,859 ₹3,00,079.78 | 1,837 ₹2,96,528.54 | 1,500 ₹2,42,130 Lowest | 2,066 ₹3,33,493.72 | 2,066 ₹3,33,493.72 | 1,750 ₹2,82,485 | 1,950 ₹3,14,769 |
| 1.04 | P.C.C. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources. | 21.47 | cum | 6,628 ₹1,42,303.16 | 6,296 ₹1,35,175.12 | 5,892 ₹1,26,501.24 Lowest | 6,000 ₹1,28,820 | 6,628 ₹1,42,303.16 | 6,628 ₹1,42,303.16 | 6,200 ₹1,33,114 | 6,580 ₹1,41,272.6 |
| 1.05 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 11.86 | sqm | 399 ₹4,732.14 | 359 ₹4,257.74 | 356 ₹4,222.16 | 320 ₹3,795.2 Lowest | 399 ₹4,732.14 | 399 ₹4,732.14 | 350 ₹4,151 | 385 ₹4,566.1 |
| 1.06 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 28.91 | cum | 6,939 ₹2,00,606.49 | 6,592 ₹1,90,574.72 | 6,169 ₹1,78,345.79 Lowest | 6,939 ₹2,00,606.49 | 6,939 ₹2,00,606.49 | 6,939 ₹2,00,606.49 | 6,900 ₹1,99,479 | 6,800 ₹1,96,588 |
| 1.07 | Brick work 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 in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand | 25.61 | cum | 8,860 ₹2,26,904.6 | 8,417 ₹2,15,559.37 | 7,876 ₹2,01,704.36 Lowest | 8,860 ₹2,26,904.6 | 8,860 ₹2,26,904.6 | 8,860 ₹2,26,904.6 | 8,800 ₹2,25,368 | 8,750 ₹2,24,087.5 |
| 1.08 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 4.83 | cum | 8,801 ₹42,508.83 | 8,361 ₹40,383.63 | 7,824 ₹37,789.92 Lowest | 8,801 ₹42,508.83 | 8,801 ₹42,508.83 | 8,801 ₹42,508.83 | 8,000 ₹38,640 | 8,750 ₹42,262.5 |
| 1.09 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5.94 | cum | 11,194 ₹66,492.36 | 10,635 ₹63,171.9 | 9,952 ₹59,114.88 Lowest | 11,194 ₹66,492.36 | 11,194 ₹66,492.36 | 11,194 ₹66,492.36 | 11,000 ₹65,340 | 11,100 ₹65,934 |
Tender Value
₹73.9 L
EMD Value
₹1.7 L
Closing Date
8 Jun 2026, 3:00 pmClosed
Executive Officer
Office of the Nagarpalika Parished Tehri
Construction work of Devbhoomi Rajat Jayanti Park in Nagarpailk Parished Tehri.
2026_NPT_95478_1
226/NPP/2026-27 Date 14 May 2026
Open Tender
Civil Works - Others
Item Rate
150 days
Nagarpalika Parshed Tehri
As Tender Notice, Tender Document and BOQ
2 documents required · 2 mandatory
₹4,720
EO Nagar Palika
₹1.7 L
Office of the Nagarpalika Parished Tehri
6 Jul 2026
15 May 2026
8 Jun 2026
15 May 2026
8 Jun 2026
21 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BOUNDARY WALL/PATHWAY/KIOSK | |||||
| 1.01 | 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 for all lift, as directed by Engineer-in-charge. All kinds of soil. | 360.05 | cum | - | - |
| 1.02 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 108.02 | cum | - | - |
| 1.03 | Sand filling in plinth including supply of necessary quantity of Sand from a distance not exceeding 8km from the site of work & including Watering dressing etc. Rate to include cost of all materials, labourand T & P etc. required for proper completion of the work. | 161.42 | cum | - | - |
| 1.04 | P.C.C. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources. | 21.47 | cum | - | - |
| 1.05 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 11.86 | sqm | - | - |
| 1.06 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 28.91 | cum | - | - |
| 1.07 | Brick work 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 in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand | 25.61 | cum | - | - |
| 1.08 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 4.83 | cum | - | - |
| 1.09 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5.94 | cum | - | - |
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