Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAdmitted-Finance 763 MAIN ROAD BABINA CANTT JHANSI UP 284401 | JHANSI | JHANSI | UTTAR PRADESH | 284401 | L1 | Admitted-Finance | |
| 2 | L2₹48.0 L+₹9,702.51 (0.20%)Admitted-Finance 640 MAIN ROAD BABINA CANTT JHANSI UP 284401 | JHANSI | JHANSI | UP | 284401 | L2 | Admitted-Finance | |
| 3 | L3₹48.3 L+₹43,244.28 (0.90%)Admitted-Finance 1010 NANDANPURA BABINA CANTT DIST JHANSI 284401 | BABINA CANTT | JHANSI | UTTAR PRADESH | 284401 | L3 | Admitted-Finance | |
| 4 | L4₹48.4 L+₹50,305.67 (1.05%)Admitted-Finance 1308 MAIN ROAD BABINACANTT DIST JHANSI 284 401 | BABINA | JHANSI | UTTAR PRADESH | 284401 | L4 | Admitted-Finance | |
| 5 | L5₹49.1 L+₹1.2 L (2.51%)Admitted-Finance NEAR PUMP HOUSE ROAD NEAR RED ROSE SCHOOL BABINA CANTT JHANSI DISTT UP 284401 | JHANSI | UTTAR PRADESH | 284001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Ritu Tandon L5 | M/s Ravi Traders L2 | Ms Vinay constructions L1 | M/S RAJ KUMAR SINGH L4 | VIJAY BUILDERS L6 | UNIVERSAL ENGG CO L9 | ROHIT ENTERPRISES L8 | M/S M S Constructions L3 | M/S Kharya Associates L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 1.5m, in type of soil as directed by Engineer-in charge
Note (i) Any existing structure like Road/Hardstanding/Interlocking/PCC/Plinth protection /any type pathway/water supply/electric supply and other external services etc are damaged/effected during the constrction/ laying of sewage pipe line. It has been repaired/constructed as per existing standard with required material/items by the Contractor. Unit rate for the same shall be included in this item | 157.59 | Cum | 205 ₹32,306.72 | 155 ₹24,427.03 | 148 ₹23,323.88 | 220 ₹34,670.63 | 200 ₹31,518.75 | 150 ₹23,639.06 | 140 ₹22,063.13 Lowest | 230 ₹36,246.56 | 200 ₹31,518.75 |
| 2.01 | Description same as per item No 1 above, but exceeding 1.50M and not exceeding 3.00M in depth and getting out in any type of soil soil/any existing road crossing /PCC /Interlocking complete all as specified and directed. | 10.51 | Cum | 206 ₹2,164.29 | 170 ₹1,786.06 | 155 ₹1,628.47 | 260 ₹2,731.63 | 220 ₹2,311.38 | 175 ₹1,838.59 | 150 ₹1,575.94 Lowest | 250 ₹2,626.56 | 230 ₹2,416.44 |
| 3.01 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or sewage line, drain under the roads/path/hardstnading/ heavy duty road crossing (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 105 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 250 m complete all as specified and directed by the Engr-in-Charge.
Note (i) Any existing structure like Road/Hardstanding/Interlocking/PCC/Plinth protection /any type pathway/water supply/electric supply and other external services etc are damaged/effected during the constrction/ laying of sewage pipe line. It has been repaired/constructed as per existing standard with required material/items by the Contractor. Unit rate for the same shall be included in this item | 1,541 | Cum | 210 ₹3,23,609.6 | 160 ₹2,46,559.7 | 151 ₹2,32,690.71 | 235 ₹3,62,134.55 | 230 ₹3,54,429.56 | 180 ₹2,77,379.66 | 150 ₹2,31,149.71 Lowest | 230 ₹3,54,429.56 | 235 ₹3,62,134.55 |
| 4.01 | Description same as per item No 3 above, but exceeding 1.50M and not exceeding 3.00M in depth and getting out in any type of soil complete all as specified and directed. | 25 | Cum | 220 ₹5,500 | 200 ₹5,000 | 240 ₹6,000 | 280 ₹7,000 | 240 ₹6,000 | 200 ₹5,000 | 160 ₹4,000 Lowest | 250 ₹6,250 | 280 ₹7,000 |
| 5.01 | Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in soft/ loose soil complete all as specified and as directed. | 5 | Cum | 230 ₹1,150 | 200 ₹1,000 | 205 ₹1,025 | 300 ₹1,500 | 230 ₹1,150 | 220 ₹1,100 | 170 ₹850 Lowest | 280 ₹1,400 | 290 ₹1,450 |
| 6.01 | Demolition and breaking up drain pipes (Salt glazed ware, AC ,PVC or Reinforced concrete) set in cement mortar including packing under and haunching against side of pipe for 150 mm internal dia complete all as specified and directed. | 1,584 | RM | 20 ₹31,680 | 10 ₹15,840 | 8 ₹12,672 | 30 ₹47,520 | 20 ₹31,680 | 40 ₹63,360 | 5 ₹7,920 Lowest | 25 ₹39,600 | 28 ₹44,352 |
| 7.01 | M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement mortar 1:4:8 type D2 using 40mm graded stone aggregate for 150 mm internal dia of pipe complete all as specified and directed by the Engr-in-Charge. | 751 | RM | 400 ₹3,00,400 | 390 ₹2,92,890 | 395 ₹2,96,645 | 399 ₹2,99,649 | 390 ₹2,92,890 | 385 ₹2,89,135 | 320 ₹2,40,320 Lowest | 410 ₹3,07,910 | 380 ₹2,85,380 |
| 8.01 | M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement mortar 1:4:8 type D2 using 40mm graded stone aggregate for 300 mm internal dia of pipe complete all as specified and directed by the Engr-in-Charge. | 833 | RM | 6 ₹4,998 Lowest | 440 ₹3,66,520 | 450 ₹3,74,850 | 415 ₹3,45,695 | 440 ₹3,66,520 | 400 ₹3,33,200 | 360 ₹2,99,880 | 440 ₹3,66,520 | 400 ₹3,33,200 |
| 9.01 | Supply & laying, jointing and testing for 300 mm internal dia of reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed by the Engineer-in-Charge.
NOTE :-
(i) Contractor has to construct the temporary septic tank and sockage well building wise arrangment for sewage disposal during execution of work.
(ii) Contractor should clean all sewage line, septic tank, manholes and sockage well by using honey chakar machine.
(iiI) Contractor should clean lines of sewage lines on daily basis during the execution if directed by the Engr-in-Charge.
(iv) Contractor must have responsible to maintain hygiene and sanitation of sewage during the execution of work.
(v) Unit rate for the same (Note (i) to (iv) shall be included in this item. No extra payment has been given to the contractor. | 20 | RM | 1,980 ₹39,600 | 1,900 ₹38,000 | 1,870 ₹37,400 | 1,650 ₹33,000 | 1,850 ₹37,000 | 1,560 ₹31,200 | 1,900 ₹38,000 | 1,800 ₹36,000 | 1,500 ₹30,000 Lowest |
| 10.01 | M&L for laying and testing of 150 mm dia DWCPE (SN8) pipes incl vollor laid and jointed in cement mortar and tested on completion and make the line functional, complete all as specified and directed | 751 | RM | 1,125 ₹8,44,875 | 1,150 ₹8,63,650 | 1,145 ₹8,59,895 | 1,100 ₹8,26,100 | 1,050 ₹7,88,550 | 1,000 ₹7,51,000 Lowest | 1,120 ₹8,41,120 | 1,160 ₹8,71,160 | 1,120 ₹8,41,120 |
Tender Value
₹48.4 L
EMD Value
₹97,000
Closing Date
19 Jun 2026, 6:00 pmClosed
GE Babina
GE Babina PIN-284401
SPL REPAIR TO SEWAGE LINE AND MANHOLES UNDER AGE B/R-I AT GE BABINA CANTT
2026_MES_767491_1
8523/E8
Open Tender
Civil Works
Item Rate
180 days
GE Babina
As per tender documents
8 documents required · 8 mandatory
₹500
GE Babina
₹97,000
Yes
30 Jun 2026
23 May 2026
22 Jun 2026
23 May 2026
19 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 1.5m, in type of soil as directed by Engineer-in charge
Note (i) Any existing structure like Road/Hardstanding/Interlocking/PCC/Plinth protection /any type pathway/water supply/electric supply and other external services etc are damaged/effected during the constrction/ laying of sewage pipe line. It has been repaired/constructed as per existing standard with required material/items by the Contractor. Unit rate for the same shall be included in this item | 157.59 | Cum | - | - |
| 2.01 | Description same as per item No 1 above, but exceeding 1.50M and not exceeding 3.00M in depth and getting out in any type of soil soil/any existing road crossing /PCC /Interlocking complete all as specified and directed. | 10.51 | Cum | - | - |
| 3.01 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or sewage line, drain under the roads/path/hardstnading/ heavy duty road crossing (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 105 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 250 m complete all as specified and directed by the Engr-in-Charge.
Note (i) Any existing structure like Road/Hardstanding/Interlocking/PCC/Plinth protection /any type pathway/water supply/electric supply and other external services etc are damaged/effected during the constrction/ laying of sewage pipe line. It has been repaired/constructed as per existing standard with required material/items by the Contractor. Unit rate for the same shall be included in this item | 1,541 | Cum | - | - |
| 4.01 | Description same as per item No 3 above, but exceeding 1.50M and not exceeding 3.00M in depth and getting out in any type of soil complete all as specified and directed. | 25 | Cum | - | - |
| 5.01 | Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in soft/ loose soil complete all as specified and as directed. | 5 | Cum | - | - |
| 6.01 | Demolition and breaking up drain pipes (Salt glazed ware, AC ,PVC or Reinforced concrete) set in cement mortar including packing under and haunching against side of pipe for 150 mm internal dia complete all as specified and directed. | 1,584 | RM | - | - |
| 7.01 | M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement mortar 1:4:8 type D2 using 40mm graded stone aggregate for 150 mm internal dia of pipe complete all as specified and directed by the Engr-in-Charge. | 751 | RM | - | - |
| 8.01 | M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement mortar 1:4:8 type D2 using 40mm graded stone aggregate for 300 mm internal dia of pipe complete all as specified and directed by the Engr-in-Charge. | 833 | RM | - | - |
| 9.01 | Supply & laying, jointing and testing for 300 mm internal dia of reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed by the Engineer-in-Charge.
NOTE :-
(i) Contractor has to construct the temporary septic tank and sockage well building wise arrangment for sewage disposal during execution of work.
(ii) Contractor should clean all sewage line, septic tank, manholes and sockage well by using honey chakar machine.
(iiI) Contractor should clean lines of sewage lines on daily basis during the execution if directed by the Engr-in-Charge.
(iv) Contractor must have responsible to maintain hygiene and sanitation of sewage during the execution of work.
(v) Unit rate for the same (Note (i) to (iv) shall be included in this item. No extra payment has been given to the contractor. | 20 | RM | - | - |
| 10.01 | M&L for laying and testing of 150 mm dia DWCPE (SN8) pipes incl vollor laid and jointed in cement mortar and tested on completion and make the line functional, complete all as specified and directed | 751 | RM | - | - |
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 • 0.61 MB
BOQ_859528.xls
BOQ • 0.70 MB
8523Tenderdoc1.pdf
Tender Documents • 1.66 MB
8523Pospone.pdf
PDF • 0.46 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 .