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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance GRAM KANGRI POST SHYAMUR DISTRICT HARIDWAR UTTARAKHAND | L1 | Admitted-Finance | |
| 2 | L2₹2.3 Cr+₹7.4 L (3.26%)Admitted-Finance 05 GULAB BAGH KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically Not Qualified | |
| 4 | Rejected-Technical 04 7906130592 | - | Rejected-Technical Technically Not Qualified | |
| 5 | Rejected-Technical BAGESHWAR UTTARAKHAND UT | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | goyal and sons L2 | RIJWAN ALI L1 |
|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||
| 2.00 | Earth work in excavation 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 soil as directed, within a lead of 50 m. All kinds of soil. | 980 | Cum | 207 ₹2,02,860 | 197 ₹1,93,060 Lowest |
| 3.00 | 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. | 650 | Cum | 156 ₹1,01,400 | 148 ₹96,200 Lowest |
| 4.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 120 | Sqm | 246 ₹29,520 | 147 ₹17,640 Lowest |
| 5.00 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | 125.65 | Cum | 556 ₹69,861.4 | 530 ₹66,594.5 Lowest |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. | 48.65 | cum | 1,687 ₹82,072.55 | 605 ₹29,433.25 Lowest |
| 7.00CONCRETE WORK | |||||
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from
natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 24.33 | cum | 5,702 ₹1,38,729.66 | 3,400 ₹82,722 Lowest |
| 9.00 | 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). | 33.2 | Cum | 5,411 ₹1,79,645.2 | 4,510 ₹1,49,732 Lowest |
| 10.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 2.81 | Sqm | 326 ₹916.06 | 315 ₹885.15 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
21 Sept 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
General Manager Admin
Office Of The General Manager Admin Head Office Uttarakhand Peyjal Nigam Dehradun
Construction Of Proposed Type 3 Quarters 06 Units For New Thana Shyampur Distt Haridwar
2026_MDPEY_99597_1
553/Nivida/40 Dated 31.08.2026
Open Tender
Composite Works
Item Rate
365 days
Shyampur Distt Haridwar
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Manager Temp Construction Unit HQ UKPJN
₹5.5 L
Dehradun
30 Oct 2026
1 Sept 2026
22 Sept 2026
1 Sept 2026
21 Sept 2026
7 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH WORK | - | - | - | - |
| 2 | Earth work in excavation 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 soil as directed, within a lead of 50 m. All kinds of soil. | 980 | Cum | - | - |
| 3 | 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. | 650 | Cum | - | - |
| 4 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 120 | Sqm | - | - |
| 5 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | 125.65 | Cum | - | - |
| 6 | Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete. | 48.65 | cum | - | - |
| 7 | CONCRETE WORK | - | - | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from
natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 24.33 | cum | - | - |
| 9 | 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). | 33.2 | Cum | - | - |
| 10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 2.81 | Sqm | - | - |
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