Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹67.8 L+₹5,966.55 (0.09%)Rejected-Finance AMRITSAR PIN 143001 | AMRITSAR | AMRITSAR | PUNJAB | 143001 | L2 | Rejected-Finance L2 bid | |
| 3 | L3₹75.3 L+₹7.5 L (11.0%)Rejected-Finance 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | L3 | Rejected-Finance Highest Bid | |
| 4 | Rejected-Technical I 910 JAHANGIR PURI NEAR BY ANAND MAYA HOSPITAL NORTH WEST DELHI DELHI 110033 UDYAM DL 06 0040830 | NORTH DELHI | DELHI | 110033 | - | Rejected-Technical Technically Disqualified | |
| 5 | Rejected-Technical | - | Rejected-Technical Technically Disqualified |
| Sl No | Description | Qty | Unit | SH SANDEEP KUMAR L3 | D.N CONSTRUCTION L1 | TECHNOAND ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil (any type) using Hydraulic
Excavator CK 90 with hydraulic excavator of 0.9
cum bucket capacity including cutting, trimming
bottom and side slopes, in accordance with
requirements of lines, grades and cross sections,
including all lifts and combined lead upto 30m. carriage of excavated material from the 4770 to Dumping Site of Power House II upto 2km (Right Side) complete in all respects | 1,055.23 | Cum | 185 ₹1,95,217.55 | 180 ₹1,89,941.4 | 170 ₹1,79,389.1 Lowest |
| 2.00 | Excavation in Soil (any type) using Hydraulic
Excavator CK 90 with hydraulic excavator of 0.9
cum bucket capacity including cutting, trimming
bottom and side slopes, in accordance with
requirements of lines, grades and cross sections,
including all lifts and combined lead upto 30m. carriage of excavated material from the 4770 to Dumping Site of Power House II upto 2km (Left Side) complete in all respects | 727.64 | Cum | 185 ₹1,34,613.4 | 180 ₹1,30,975.2 | 170 ₹1,23,698.8 Lowest |
| 3.00 | Excavation in Soil (any type) using Hydraulic
Excavator CK 90 with hydraulic excavator of 0.9
cum bucket capacity including cutting, trimming
bottom and side slopes, in accordance with
requirements of lines, grades and cross sections,
including all lifts and combined lead upto 30m. carriage of excavated material from the 4770 to screening plant upto 1km (Left Side) complete in all respects | 359.38 | Cum | 165 ₹59,297.7 | 130 ₹46,719.4 Lowest | 150 ₹53,907 |
| 4.00 | Disposed of surplus material from screening plant to dump side complete in all respects | 59.9 | Cum | 100 ₹5,990 Lowest | 128 ₹7,667.2 | 130 ₹7,787 |
| 5.00 | Earth work containing Gravel (in loose from in
non cohesive binding material) work in excavation
with occasional use of picks exclusive of
compensation of earth undressed with combined
lead upto 15 metres with percentage of gravel or
Kankar. & Loading & carriage of excavated material from the 4770 to Dumping Site of Power House II upto 2km complete in all respects | 40.89 | Cum | 350 ₹14,311.5 | 347.52 ₹14,210.09 | 347 ₹14,188.83 Lowest |
| 6.00 | Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type with all lifts & Leads complete in all respects | 31.51 | Cum | 6,000 ₹1,89,060 | 4,913.1 ₹1,54,811.78 Lowest | 4,920 ₹1,55,029.2 |
| 7.00 | Dressing of earth work containing gravel. | 5,973.6 | Sqm | 2 ₹11,947.2 | 1.8 ₹10,752.48 Lowest | 2 ₹11,947.2 |
| 8.00 | First class burnt brick work laid in cement sand
mortar 1:4 in foundation and plinth | 75.1 | Cum | 7,000 ₹5,25,700 | 5,700 ₹4,28,070 Lowest | 5,860 ₹4,40,086 |
| 9.00 | 12.5 mm thick cement plaster 1:4 | 326.54 | Sqm | 200 ₹65,308 Lowest | 217.91 ₹71,156.33 | 218 ₹71,185.72 |
| 10.00 | Providing & Laying 150 mm thick Boulder/Stone Pitching on the Bed & Side slopes of the drains including carriage , loading & unloading of surplus boulders/ stones of required size and weight available to the site of work as per drawings , design , Specification & the instructions of the Engineer, complete in all respects. Stone or Kankar block pitching:- Horizontal & Slopes | 924.58 | Cum | 2,500 ₹23,11,450 | 2,027.6 ₹18,74,678.41 | 1,925 ₹17,79,816.5 Lowest |
Tender Value
₹68.7 L
EMD Value
₹1.4 L
Closing Date
9 May 2025, 10:00 amClosed
Executive Engineer Power House Division SPK Dam
Executive Engineer Power House Division Shahpurkandi Township
Estimate for the upgradation of Drain and Berm of Left and Right side of the Hydel Channel from RD 3936M to RD 5400M for the protection of existing lining of Shahpurkandi Hydel Channel
2025_WR_139048_2
01/2025
Open Tender
Civil Works - Others
Item Rate
120 days
Shahpurkandi
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹1.4 L
Yes
6 Oct 2025
25 Apr 2025
9 May 2025
25 Apr 2025
9 May 2025
25 Apr 2025
Amount
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. carriage of excavated material from the 4770 to Dumping Site of Power House II upto 2km (Right Side) complete in all respects
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. carriage of excavated material from the 4770 to Dumping Site of Power House II upto 2km (Left Side) complete in all respects
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. carriage of excavated material from the 4770 to screening plant upto 1km (Left Side) complete in all respects
Disposed of surplus material from screening plant to dump side complete in all respects
Earth work containing Gravel (in loose from in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead upto 15 metres with percentage of gravel or Kankar. & Loading & carriage of excavated material from the 4770 to Dumping Site of Power House II upto 2km complete in all respects
Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type with all lifts & Leads complete in all respects
Dressing of earth work containing gravel.
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
12.5 mm thick cement plaster 1:4
Providing & Laying 150 mm thick Boulder/Stone Pitching on the Bed & Side slopes of the drains including carriage , loading & unloading of surplus boulders/ stones of required size and weight available to the site of work as per drawings , design , Specification & the instructions of the Engineer, complete in all respects. Stone or Kankar block pitching:- Horizontal & Slopes
Grouting stone filling or pitching:- With 1:3:6
Earth work excavation of good earth /impervious material spreading in layes of 200mm thick and compacted to 150mm watering rolling and compaction to achieve maximum DBD of 98% at optimum moisture contents including the compensation.
Rehandling , Screening of the excavated material to get the material having sizes not more than 150mm , loading , transporting & placing the screened material in fberm in the layers not exceeding 250 mm thick in the random fill zone & suitably compacted to achieve minimum relative density of not less than 70% with an average lead up to 200m Katcha as per instructions of the Engineer Complete in all respects.
Providing & Fixing of Pipe 110mm UPVC
Providing and fixing in position gratings Grating of Pipe 110mm UPVC
Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications
TECHNOAND ASSOCIATES (BID ID -640686)
SH SANDEEP KUMAR (BID ID -640167)
stage.html
html • 0.05 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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
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 .