Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 CrAdmitted-Finance 102 SUBHASH ROAD HERITAGE HEIGHTS DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹39.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹39.9 Cr+₹14.4 L (0.36%)Admitted-Finance | ₹39.9 Cr+₹14.4 L (0.36%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Shiv Kumar Agarwal L1 | MAHALAXMI BUILDWELL(INDIA) PVT. LTD. L2 |
|---|---|---|---|---|---|
| 1.00EARTH WORK Note:- Maesurement of Excavation will be taken upto outer edge of PCC done under the foundation. Excavation done for protection measures & faciliating the excavation process will not be calculated in this account. Cost is inclusive of disposing off all addtional earth/debris from site. During the excavation if required Contractor has to arrange & run Dewatering Bore to maintain site water table below 2 mtr from deepest foundation level including casing, perforated pipes, soil filter, Submersible pumps, connecting wire, including all tools and tackles, connecting the discharge pipe to nearest drain from site premises. Contractor must ensure all safety and ensure backup pumps in case of any breakdown. The complete system is to be installed as per engineer's satisfaction. Cost is inclusive of Providing and running Diesel Generator (1 Running/ 1 Standby) with required fuel. Contractor has to arrange & maintain temporary drainage system till completion of Dewatering. No extra amount shall be claimed by the contractor on this account and his quoted rates shall be deemed to include dewatering if required. The Contractor to make his assessment for the same. | |||||
| 1.01 | 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge.
All kinds of soil | 11,535 | Cum | 177 ₹20,41,695 Lowest | 180 ₹20,76,300 |
| 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 up to 1.5 m. | 2,193 | Cum | 196 ₹4,29,828 Lowest | 200 ₹4,38,600 |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 370 | Cum | 2,123 ₹7,85,510 Lowest | 2,125 ₹7,86,250 |
| 1.04 | Pre Constructional Antitermite treatment
Providing & injecting chemical emulsion for Preconstructional anti-termite treatment and creating a chemical barrier under & around the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & conduits etc. Complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows:
(I) Treatment for masonry & foundation 5litres/ sqm.
(II) Back fill in immediate contract with foundation 7.5 liters / sqm
(III) Treatment of top surface of plinth filling 5 liters/sqm .
(IV) Treatment of junction of wall and floor 7.5litres/sqm.
(V) Treatment of soil along external perimeter of building 7.50 liters/sqm.
(VI) Treatment of soil under Apron along external perimeter 5litres/sqm | 1,480 | Sqm | 192 ₹2,84,160 Lowest | 195 ₹2,88,600 |
| 2.00PCC & RCC WORK Note:- PCC/RCC work cost is for all heights and levels. Nothing shall be paid Extra on this account. All shuttering work will carried out with 12mm/18mm thick film faced Marine Ply with MS Telescopic props with proper bracing & supporting system as apporved by Engineer-in-change. | |||||
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 332 | Cum | 6,810 ₹22,60,920 Lowest | 6,830 ₹22,67,560 |
| 2.02 | 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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 301 | Cum | 7,876 ₹23,70,676 Lowest | 7,900 ₹23,77,900 |
| 2.03 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 126 | Sqm | 748 ₹94,248 Lowest | 749 ₹94,374 |
| 2.04 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete | 568 | Sqm | 390 ₹2,21,520 Lowest | 391 ₹2,22,088 |
Tender Value
₹40 Cr
EMD Value
₹80 L
Closing Date
23 Apr 2025, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of six storey Alternative building for officers and employees near Vishwakarma Bhawan in the Secretariat premises under control of the State property Department of Uttarakhand.
2025_pwd_82525_1
2190/1C-9/2025, Dated 27/03/2025
Open Tender
Civil Works - Roads
Item Rate
540 days
Near Vishwakarma Bhawan
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹80 L
Superintending Engineer, 9th Circle, PWD, Dehradun
26 Apr 2025
7 Apr 2025
23 Apr 2025
7 Apr 2025
23 Apr 2025
16 Apr 2025
15 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK Note:- Maesurement of Excavation will be taken upto outer edge of PCC done under the foundation. Excavation done for protection measures & faciliating the excavation process will not be calculated in this account. Cost is inclusive of disposing off all addtional earth/debris from site. During the excavation if required Contractor has to arrange & run Dewatering Bore to maintain site water table below 2 mtr from deepest foundation level including casing, perforated pipes, soil filter, Submersible pumps, connecting wire, including all tools and tackles, connecting the discharge pipe to nearest drain from site premises. Contractor must ensure all safety and ensure backup pumps in case of any breakdown. The complete system is to be installed as per engineer's satisfaction. Cost is inclusive of Providing and running Diesel Generator (1 Running/ 1 Standby) with required fuel. Contractor has to arrange & maintain temporary drainage system till completion of Dewatering. No extra amount shall be claimed by the contractor on this account and his quoted rates shall be deemed to include dewatering if required. The Contractor to make his assessment for the same. | |||||
| 1.01 | 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge.
All kinds of soil | 11,535 | Cum | - | - |
| 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 up to 1.5 m. | 2,193 | Cum | - | - |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 370 | Cum | - | - |
| 1.04 | Pre Constructional Antitermite treatment
Providing & injecting chemical emulsion for Preconstructional anti-termite treatment and creating a chemical barrier under & around the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & conduits etc. Complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows:
(I) Treatment for masonry & foundation 5litres/ sqm.
(II) Back fill in immediate contract with foundation 7.5 liters / sqm
(III) Treatment of top surface of plinth filling 5 liters/sqm .
(IV) Treatment of junction of wall and floor 7.5litres/sqm.
(V) Treatment of soil along external perimeter of building 7.50 liters/sqm.
(VI) Treatment of soil under Apron along external perimeter 5litres/sqm | 1,480 | Sqm | - | - |
| 2PCC & RCC WORK Note:- PCC/RCC work cost is for all heights and levels. Nothing shall be paid Extra on this account. All shuttering work will carried out with 12mm/18mm thick film faced Marine Ply with MS Telescopic props with proper bracing & supporting system as apporved by Engineer-in-change. | |||||
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 332 | Cum | - | - |
| 2.02 | 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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 301 | Cum | - | - |
| 2.03 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 126 | Sqm | - | - |
| 2.04 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete | 568 | Sqm | - | - |
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 • 4.07 MB
SBD_1.pdf
Tender Documents • 1.88 MB
BOQ_98349.xls
BOQ • 1.52 MB
BOQ.xls
BOQ • 1.52 MB
Tenderdocument.pdf
Tender Documents • 1.88 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 .