Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAdmitted-Finance GRAM KANGRI POST SHYAMUR DISTRICT HARIDWAR UTTARAKHAND | ₹11.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.7 Cr+₹67.7 L (6.13%)Admitted-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹11.7 Cr+₹67.7 L (6.13%) | L2 | Admitted-Finance |
| 3 | L3₹12.0 Cr+₹98.3 L (8.91%)Admitted-Finance 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | ₹12.0 Cr+₹98.3 L (8.91%) | L3 | Admitted-Finance |
| 4 | L4₹12.2 Cr+₹1.2 Cr (10.7%)Admitted-Finance 3 7 PADI GALI VIKAS NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹12.2 Cr+₹1.2 Cr (10.7%) | L4 | Admitted-Finance |
| 5 | L5₹12.3 Cr+₹1.3 Cr (11.5%)Admitted-Finance | ₹12.3 Cr+₹1.3 Cr (11.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Y K Jain Company L4 | shri balaji enterprises L3 | AGARWAL INFRASTRUCTURE L5 | goyal and sons L2 | RIJWAN ALI L1 | rajesh goel thekedar L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 2,600 | Cum | 152 ₹3,95,200 | 152 ₹3,95,200 | 152 ₹3,95,200 | 145 ₹3,77,000 | 140 ₹3,64,000 Lowest | 152 ₹3,95,200 |
| 2.00 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | 235.36 | Cum | 427 ₹1,00,498.72 | 427 ₹1,00,498.72 | 427 ₹1,00,498.72 | 407 ₹95,791.52 | 385 ₹90,613.6 Lowest | 428 ₹1,00,734.08 |
| 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. | 1,304.46 | Cum | 168 ₹2,19,149.28 | 168 ₹2,19,149.28 | 168 ₹2,19,149.28 | 160 ₹2,08,713.6 | 152 ₹1,98,277.92 Lowest | 168 ₹2,19,149.28 |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 941.42 | Cum | 108 ₹1,01,673.36 | 108 ₹1,01,673.36 | 108 ₹1,01,673.36 | 103 ₹96,966.26 | 98 ₹92,259.16 Lowest | 109 ₹1,02,614.78 |
| 5.00 | Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 46.23 | Cum | 1,821 ₹84,184.83 | 1,820 ₹84,138.6 | 1,820 ₹84,138.6 | 1,731 ₹80,024.13 | 1,640 ₹75,817.2 Lowest | 1,821 ₹84,184.83 |
| 6.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 941.42 | Sqm | 29 ₹27,301.18 | 29 ₹27,301.18 | 29 ₹27,301.18 | 28 ₹26,359.76 | 27 ₹25,418.34 Lowest | 29 ₹27,301.18 |
| 7.00 | 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: | 854.23 | Sqm | 265 ₹2,26,370.95 | 265 ₹2,26,370.95 | 265 ₹2,26,370.95 | 253 ₹2,16,120.19 | 240 ₹2,05,015.2 Lowest | 266 ₹2,27,225.18 |
| 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 :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 170 | Cum | 5,841 ₹9,92,970 | 5,840 ₹9,92,800 | 5,840 ₹9,92,800 | 5,550 ₹9,43,500 | 5,260 ₹8,94,200 Lowest | 5,842 ₹9,93,140 |
| 9.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 130.16 | Sqm | 352 ₹45,816.32 | 352 ₹45,816.32 | 352 ₹45,816.32 | 335 ₹43,603.6 | 320 ₹41,651.2 Lowest | 352 ₹45,816.32 |
| 10.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 100.54 | Sqm | 642 ₹64,546.68 | 642 ₹64,546.68 | 642 ₹64,546.68 | 611 ₹61,429.94 | 580 ₹58,313.2 Lowest | 643 ₹64,647.22 |
Tender Value
₹12.3 Cr
EMD Value
₹24.7 L
Closing Date
11 Jun 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF TYPE-2 AND TYPE-3 QUARTERS BY DEMOLISHING THE OLD QUARTERS IN POLICE STATION, RISHIKESH
2026_MDPEY_95447_1
1820/Nivida(Garh)Vikasnagar/28 Dt.11-05-2026
Open Tender
Civil Works
Item Rate
540 days
RISHIKESH
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Const.Unit, UKPJN, Vikasnagar
₹24.7 L
Dehradun
29 Aug 2026
14 May 2026
12 Jun 2026
14 May 2026
11 Jun 2026
22 May 2026
15 May 2026 - 20 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 2,600 | Cum | - | - |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | 235.36 | 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. | 1,304.46 | Cum | - | - |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 941.42 | Cum | - | - |
| 5 | Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 46.23 | Cum | - | - |
| 6 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 941.42 | Sqm | - | - |
| 7 | 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: | 854.23 | Sqm | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 170 | Cum | - | - |
| 9 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 130.16 | Sqm | - | - |
| 10 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 100.54 | Sqm | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.44 MB
Tendoc_Rishikesh.pdf
Tender Documents • 3.18 MB
BOQ_112851.xls
BOQ • 0.46 MB
2257.pdf
PDF • 0.49 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .