Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance 04 7906130592 | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹1.5 L (0.43%)Admitted-Finance BAGESHWAR UTTARAKHAND UT | ₹3.5 Cr+₹1.5 L (0.43%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | - | - | Rejected-Technical Technical not Qualified |
| Sl No | Description | Qty | Unit | DEV ENTERPRISES L1 | PAWAN KUMAR DEEPAK KUMAR CONTRACTOR L2 |
|---|---|---|---|---|---|
| 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,168.17 | cu.m | 149 ₹1,74,057.33 Lowest | 150 ₹1,75,225.5 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials | 226.37 | cu.m | 106 ₹23,995.22 Lowest | 107 ₹24,221.59 |
| 3.00 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 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 | 437.64 | Sqm | 261 ₹1,14,224.04 Lowest | 262 ₹1,14,661.68 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . | 633.93 | cu.m | 165 ₹1,04,598.45 Lowest | 166 ₹1,05,232.38 |
| 5.00 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. | 189.79 | cu.m | 260 ₹49,345.4 Lowest | 261 ₹49,535.19 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 88.43 | cu.m | 1,791 ₹1,58,378.13 Lowest | 1,799 ₹1,59,085.57 |
| 7.00 | Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level | 169.82 | cu.m | 5,746 ₹9,75,785.72 Lowest | 5,772 ₹9,80,201.04 |
| 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 : 6 graded stone aggregate 20 mm nominal size) | 10.8 | cu.m | 6,154 ₹66,463.2 Lowest | 6,181 ₹66,754.8 |
| 9.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 169.85 | sq.m | 632 ₹1,07,345.2 Lowest | 635 ₹1,07,854.75 |
| 10.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level | 204.8 | cu.m | 8,018 ₹16,42,086.4 Lowest | 8,054 ₹16,49,459.2 |
Tender Value
₹3.5 Cr
EMD Value
₹7.9 L
Closing Date
14 Oct 2025, 3:00 pmClosed
SE PROJECT CIRCLE DEHRADUN
OFFICE OF SUPERINTENDING ENGINEER PROJECT CIRCLE DEHRADUN
CONSTRUCTION OF THE BOYS HOSTEL AT THE PREMISES OF GOVERNMENT ITI HALDWANI UTTRAKHAND.
2025_IRDCE_87537_1
9/SE/2025-26
Open Tender
Civil Works
Item Rate
456 days
Haldwani
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EXECUTIVE ENGINEER PROJECT DIVISION DEHRADUN
₹7.9 L
Office SE PROJECT CIRCLE DEHRADUN
20 Nov 2025
25 Sept 2025
14 Oct 2025
25 Sept 2025
14 Oct 2025
25 Sept 2025
30 Sept 2025
stage.html
html • 0.03 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 • 0.58 MB
BOQ_103877.xls
BOQ • 0.40 MB
drawing.pdf
Tender Documents • 1.79 MB
haldwani.pdf
Tender Documents • 2.68 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 .