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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.7 LAccepted-AOC FIRST FLOOR FLAT NO 6 BLOCK B CLASSIC APARTMENT GANGOTRI VIHAR DEHRADUN 248001 | DEHRADUN | UTTARAKHAND | 248001 | ₹34.7 L | 1 | Accepted-AOC Price negotiated by L1 bidder |
| 2 | 2₹41.0 L+₹6.2 L (17.9%)Rejected-Finance | ₹41.0 L+₹6.2 L (17.9%) | 2 | Rejected-Finance not lowest |
| 3 | 3₹41.0 L+₹6.2 L (18.0%)Rejected-Finance 3 7 PADI GALI VIKAS NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹41.0 L+₹6.2 L (18.0%) | 3 | Rejected-Finance not lowest |
| 4 | 4₹43.3 L+₹8.5 L (24.6%)Rejected-Finance VILL P O GHANATA CHAKRATA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹43.3 L+₹8.5 L (24.6%) | 4 | Rejected-Finance Not lowest |
| Sl No | Description | Qty | Unit | SABOOR INDIA L1 | MATBAR SINGH L4 | Y K Jain Company L3 | Sushil Prasad L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of classrooms Building having RCC framed structure with minimum ceiling height 3.35 Metre including internal electric connections & installations, power wiring & plugs, installations of doors & windows & flooring, painting,etc.required for proper completion of the building work (Plinth area to be measured): Ground Floor | 133 | Sqm | 26,999 ₹35,90,867 | 29,500 ₹39,23,500 | 27,150 ₹36,10,950 | 26,900 ₹35,77,700 Lowest |
| 2.00 | Excavation work 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 soils as directed, within a lead of 50m. Ordinary rock (DSR Item No.- 2.9.1) | 10 | Cum | 655 ₹6,550 | 554 ₹5,540 Lowest | 750 ₹7,500 | 700 ₹7,000 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR Item No. 4.1.3) | 0.5 | Cum | 7,873 ₹3,936.5 | 6,899 ₹3,449.5 Lowest | 8,000 ₹4,000 | 7,900 ₹3,950 |
| 4.00 | 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 : 8 graded stone aggregate 40 mm nominal size) (DSR Item No.- 4.1.8) | 3 | Cum | 6,811 ₹20,433 | 5,965 ₹17,895 Lowest | 6,950 ₹20,850 | 6,900 ₹20,700 |
| 5.00 | 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 : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.1.2) | 4.5 | Cum | 9,045 ₹40,702.5 | 7,921 ₹35,644.5 Lowest | 9,700 ₹43,650 | 9,100 ₹40,950 |
| 6.00 | Reinforced cement concrete work in walls ( any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR Item No. 5.2.2) | 1.5 | Cum | 10,855 ₹16,282.5 | 9,500 ₹14,250 Lowest | 10,900 ₹16,350 | 10,500 ₹15,750 |
| 7.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases up to floor five level excluding thecost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR Item No.-5.3) | 4.5 | Cum | 11,577 ₹52,096.5 | 10,075 ₹45,337.5 Lowest | 11,600 ₹52,200 | 11,500 ₹51,750 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footing, bases of columns, etc. for mass concrete. (DSR Item No. 5.9.1) | 20 | Sqm | 390 ₹7,800 | 343 ₹6,860 Lowest | 410 ₹8,200 | 450 ₹9,000 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landing, balconies and access platform (DSR Item No. 5.9.3) | 35 | Sqm | 919 ₹32,165 | 811 ₹28,385 Lowest | 950 ₹33,250 | 990 ₹34,650 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR Item No. 5.9.6) | 22 | Sqm | 960 ₹21,120 | 841 ₹18,502 Lowest | 950 ₹20,900 | 990 ₹21,780 |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
23 Apr 2026, 1:00 pmClosed
SE Civil Project
SE Civil Project PTCUL Vidyut Bhawan Dehradun
Construction of 02 No. Classroom for Saraswati Vidya Mandir Inter College Dhalipur, Vikasnagar
2026_PTCU8_93521_2
01_SEC_P_DDUN
Open Tender
Civil Works - Buildings
Item Rate
180 days
Vikasnagar Dehradun
Please refer Tender Document
3 documents required · 3 mandatory
₹2,360
MD PTCUL
₹1.2 L
25 May 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of classrooms Building having RCC framed structure with minimum ceiling height 3.35 Metre including internal electric connections & installations, power wiring & plugs, installations of doors & windows & flooring, painting,etc.required for proper completion of the building work (Plinth area to be measured): Ground Floor | - | Sqm | - | - |
| 2 | Excavation work 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 soils as directed, within a lead of 50m. Ordinary rock (DSR Item No.- 2.9.1) | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR Item No. 4.1.3) | - | Cum | - | - |
| - | 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 : 8 graded stone aggregate 40 mm nominal size) (DSR Item No.- 4.1.8) | - | Cum | - | - |
| - | 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 : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.1.2) | - | Cum | - | - |
| - | Reinforced cement concrete work in walls ( any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR Item No. 5.2.2) | - | Cum | - | - |
| - | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases up to floor five level excluding thecost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR Item No.-5.3) | - | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footing, bases of columns, etc. for mass concrete. (DSR Item No. 5.9.1) | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landing, balconies and access platform (DSR Item No. 5.9.3) | - | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR Item No. 5.9.6) | - | Sqm | - | - |
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