Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.3 CrAccepted-Finance | ₹2.3 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹2.4 Cr+₹15.2 L (6.76%)Accepted-Finance ARKI DIVN HP PWD ARKI | ₹2.4 Cr+₹15.2 L (6.76%) | 2 | Accepted-Finance L2 |
| 3 | 3₹2.5 Cr+₹21.9 L (9.73%)Accepted-Finance | ₹2.5 Cr+₹21.9 L (9.73%) | 3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | Rishi Rathaur L1 | shandelandsons L3 | DEVENDER KUMAR SHARMA L2 |
|---|---|---|---|---|---|---|
| 1.00Earth 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. | ||||||
| 1.01 | All kinds of soil 80% | 178.48 | Cum | 222.82 ₹39,768.91 Lowest | 256.24 ₹45,733.72 | 300 ₹53,544 |
| 1.02 | Pordinary Rock 20% | 118.98 | Cum | 305.57 ₹36,356.72 Lowest | 351.41 ₹41,810.76 | 400 ₹47,592 |
| 2.00 | 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. | 148.73 | Cum | 162 ₹24,094.26 Lowest | 186.13 ₹27,683.11 | 200 ₹29,746 |
| 3.00 | 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 | 133.93 | Cum | 352 ₹47,143.36 Lowest | 404.25 ₹54,141.2 | 400 ₹53,572 |
| 4.00 | 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) | 93.29 | Cum | 7,432 ₹6,93,331.28 Lowest | 8,547.72 ₹7,97,416.8 | 8,000 ₹7,46,320 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) | 6.59 | Cum | 7,028 ₹46,314.52 Lowest | 8,082.92 ₹53,266.44 | 7,600 ₹50,084 |
| 6.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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 necessary excavation, levelling & dressing & finishing the top smooth. | 52.7 | Sqm | 718 ₹37,838.6 Lowest | 826.02 ₹43,531.25 | 900 ₹47,430 |
| 7.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) - | ||||||
| 7.01 | All work up to plinth level : | 93.21 | Cum | 9,318 ₹8,68,530.78 Lowest | 10,716.24 ₹9,98,860.73 | 10,000 ₹9,32,100 |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
13 Jul 2026, 5:00 pmClosed
Executive Engineer RD PR
SDA Complex Block No 27 Kasumpti
As per DNIT
2026_DRDPR_138185_1
Kaza DPRC
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kaza
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Executive Engineer RD PR
₹3 L
23 Jul 2026
6 Jul 2026
14 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.01 | All kinds of soil 80% | 178.48 | Cum | - | - |
| 1.02 | Pordinary Rock 20% | 118.98 | Cum | - | - |
| 2 | 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. | 148.73 | Cum | - | - |
| 3 | 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 | 133.93 | Cum | - | - |
| 4 | 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) | 93.29 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) | 6.59 | Cum | - | - |
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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 necessary excavation, levelling & dressing & finishing the top smooth. | 52.7 | Sqm | - | - |
| 7Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) - | |||||
| 7.01 | All work up to plinth level : | 93.21 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.42 MB
GCC.pdf
Tender Documents • 3.84 MB
BOQ_204670.xls
BOQ • 0.36 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 .