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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance NA | ₹1.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | harendra singh negi L1 | Wood Stone Constructions L2 |
|---|---|---|---|---|---|
| 1.00Earth Work | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 145.02 | Cum | 161 ₹23,348.22 | 175.52 ₹25,453.91 |
| 1.02 | 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. | 141.18 | Cum | 178 ₹25,130.04 | 190.5 ₹26,894.79 |
| 1.03 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 12.96 | Cum | 1,931 ₹25,025.76 | 2,064.12 ₹26,751 |
| 1.04 | Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment) | 180.23 | Sqm | 282 ₹50,824.86 | 301.34 ₹54,310.51 |
| 2.00Cement Concrete Work | |||||
| 2.01 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 27.46 | Cum | 6,198 ₹1,70,197.08 | 6,620.74 ₹1,81,805.52 |
| 2.02 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 31.06 | Sqm | 450 ₹13,977 | 481.83 ₹14,965.64 |
| 2.03 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 31.06 | Sqm | 132 ₹4,099.92 | 142.05 ₹4,412.07 |
| 2.04 | 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 (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.34 | Cum | 7,168 ₹9,605.12 | 7,657.3 ₹10,260.78 |
Tender Value
₹1.6 Cr
EMD Value
₹3.4 L
Closing Date
13 Apr 2026, 3:00 pmClosed
Superintending Engineer
Office of the S.E., 8th circle. PWD, New Tehri
Construction work of T.O. quarter in Narendra Nagar, Under the deposit Scheme.
2026_pwd_93646_1
1306/03Cash-Tender-8/2026 Dated 25-03-2026
Open Tender
Civil Works - Buildings
365 days
Narendranagar (T.G.)
As Pe Tende Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
E.E. CD, PWD, Narendranagar
₹3.4 L
Office of the S.E., 8th circle. PWD, New Tehri
28 Jun 2026
28 Mar 2026
14 Apr 2026
28 Mar 2026
13 Apr 2026
1 Apr 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth Work | - | - | - | - | |
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | - | Cum | - | - | |
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. | - | Cum | - | - | |
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | - | - | |
Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment) | - | Sqm | - | - | |
Cement Concrete Work | - | - | - | - | |
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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | |
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | - | Sqm | - | - | |
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | - | Sqm | - | - | |
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 (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
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