Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-Finance | ₹42.3 L | L1 | Accepted-Finance FOUND LOWEST, TENDER WILL BE ACCEPTED IF REASONABLE |
| 2 | L2₹49.1 L+₹6.8 L (16.1%)Accepted-Finance 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | ₹49.1 L+₹6.8 L (16.1%) | L2 | Accepted-Finance NOT LOWEST |
| 3 | L2₹49.1 L+₹6.8 L (16.1%)Accepted-Finance NO 133 RASHTRAPATHI ROAD SECUNDERABAD 500 003 | SECUNDERABAD | HYDERABAD | TELANGANA | 500003 | ₹49.1 L+₹6.8 L (16.1%) | L2 | Accepted-Finance NOT LOWEST |
| 4 | L2₹49.1 L+₹6.8 L (16.1%)Accepted-Finance | ₹49.1 L+₹6.8 L (16.1%) | L2 | Accepted-Finance NOT LOWEST |
| 5 | L3₹49.1 L+₹6.8 L (16.1%)Accepted-Finance | ₹49.1 L+₹6.8 L (16.1%) | L3 | Accepted-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | M/S DIVIJA BUILDERS L1 | SAI RUPA CONSTRUCTIONS L4 | Universal refrigeration and Engineering Company L6 | ATUL ENTERPRISES L2 | BEEGEE DESIGN SYSTEMS L3 | M/S RADHIKA ENTERPRISES L5 | Vara Enterprises L2 | THE DECAN ENGINEERING AND REFRIGERATION COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation etc or for manholes etc., n.exc. 10 Sq.m on plan and n.exc 1.5m in depth getting out in hard/dense soil complete all as specified and as directed. | 527 | Cum | 320 ₹1,68,640 Lowest | 421 ₹2,21,867 | 420 ₹2,21,340 | 420 ₹2,21,340 | 420 ₹2,21,340 | 520 ₹2,74,040 | 420 ₹2,21,340 | 420 ₹2,21,340 |
| 2.00 | Excavation in trenches n.exc. 1.5 m wide and exceeding 1.5 m but n.exc 3.00 m.in depth for foundation etc or for manholes etc complete all as specified and as directed. | 17.5 | Cum | 350 ₹6,125 Lowest | 355 ₹6,212.5 | 360 ₹6,300 | 360 ₹6,300 | 360 ₹6,300 | 450 ₹7,875 | 360 ₹6,300 | 360 ₹6,300 |
| 3.00 | Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed. | 408.38 | Cum | 120 ₹49,005 | 99 ₹40,429.12 | 90 ₹36,753.75 Lowest | 90 ₹36,753.75 Lowest | 90 ₹36,753.75 Lowest | 90 ₹36,753.75 Lowest | 90 ₹36,753.75 Lowest | 90 ₹36,753.75 Lowest |
| 4.00 | Removing the excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed. | 136.12 | Cum | 150 ₹20,418.75 | 125 ₹17,015.62 | 120 ₹16,335 Lowest | 120 ₹16,335 Lowest | 120 ₹16,335 Lowest | 120 ₹16,335 Lowest | 120 ₹16,335 Lowest | 120 ₹16,335 Lowest |
| 5.00 | M&L for Salt Glazed Stoneware pipes grade 'A',100mm bore,laid in trenches and jointed including demolition and breaking up any type of pipe set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and as directed. | 100 | RM | 180 ₹18,000 Lowest | 285 ₹28,500 | 290 ₹29,000 | 290 ₹29,000 | 290 ₹29,000 | 290 ₹29,000 | 290 ₹29,000 | 290 ₹29,000 |
| 6.00 | M&L for Salt Glazed Stoneware pipes grade 'A',150mm bore,laid in trenches and jointed including demolition and breaking up any type of pipe set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and as directed. | 400 | RM | 275 ₹1,10,000 Lowest | 360 ₹1,44,000 | 350 ₹1,40,000 | 350 ₹1,40,000 | 350 ₹1,40,000 | 350 ₹1,40,000 | 350 ₹1,40,000 | 350 ₹1,40,000 |
| 7.00 | M&L for Salt Glazed Stoneware pipes grade 'A',200mm bore,laid in trenches and jointed including demolition and breaking up any type of pipe set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and as directed. | 150 | RM | 325 ₹48,750 Lowest | 415 ₹62,250 | 410 ₹61,500 | 410 ₹61,500 | 410 ₹61,500 | 410 ₹61,500 | 410 ₹61,500 | 410 ₹61,500 |
| 8.00 | 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 concrete 1:3:6 type C-2 for 100mm dia pipe complete all as specified and as directed. | 100 | RM | 150 ₹15,000 Lowest | 225 ₹22,500 | 220 ₹22,000 | 220 ₹22,000 | 220 ₹22,000 | 220 ₹22,000 | 220 ₹22,000 | 220 ₹22,000 |
| 9.00 | 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 concrete 1:3:6 type C-2 for 150mm dia pipe complete all as specified and as directed. | 400 | RM | 225 ₹90,000 Lowest | 275 ₹1,10,000 | 260 ₹1,04,000 | 260 ₹1,04,000 | 260 ₹1,04,000 | 260 ₹1,04,000 | 260 ₹1,04,000 | 260 ₹1,04,000 |
| 10.00 | 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 concrete 1:3:6 type C-2 for 200mm dia pipe complete all as specified and as directed. | 150 | RM | 275 ₹41,250 Lowest | 360 ₹54,000 | 350 ₹52,500 | 350 ₹52,500 | 350 ₹52,500 | 350 ₹52,500 | 350 ₹52,500 | 350 ₹52,500 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
23 Jul 2026, 6:00 pmClosed
Shri Ramesh Chandra Meena
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD PIN - 500003
REPAIR / REPLACEMENT AND CLEANING OF SEWAGE LINE, SEPTIC TANK, SOAKAGE WELL, MANHOLE ETC AND ALLIED WORKS AT MUDFORT, MALHOTRA ENCLAVE, HAVELOCK LINES SAPPERS LINES, HOSTEL LINE AND FOLLOWERS LINE UNDER AGE B/R(S) NO.II OF GE (SOUTH) SECUNDERABAD
2026_MES_776509_1
GE(S)/SEC/TOKEN-62 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE SOUTH, MUDFORT, SECUNDERABAD
For Enlisted contractors class D and above category a (ii) and for unenlisted contractors meeting the eligibility criteria of above class and category for along eligible class with EMD
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD
₹98,000
Yes
12 Sept 2026
4 Jul 2026
25 Jul 2026
4 Jul 2026
23 Jul 2026
18 Jul 2026
4 Jul 2026 - 17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation etc or for manholes etc., n.exc. 10 Sq.m on plan and n.exc 1.5m in depth getting out in hard/dense soil complete all as specified and as directed. | 527 | Cum | - | - |
| 2 | Excavation in trenches n.exc. 1.5 m wide and exceeding 1.5 m but n.exc 3.00 m.in depth for foundation etc or for manholes etc complete all as specified and as directed. | 17.5 | Cum | - | - |
| 3 | Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed. | 408.38 | Cum | - | - |
| 4 | Removing the excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed. | 136.13 | Cum | - | - |
| 5 | M&L for Salt Glazed Stoneware pipes grade 'A',100mm bore,laid in trenches and jointed including demolition and breaking up any type of pipe set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and as directed. | 100 | RM | - | - |
| 6 | M&L for Salt Glazed Stoneware pipes grade 'A',150mm bore,laid in trenches and jointed including demolition and breaking up any type of pipe set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and as directed. | 400 | RM | - | - |
| 7 | M&L for Salt Glazed Stoneware pipes grade 'A',200mm bore,laid in trenches and jointed including demolition and breaking up any type of pipe set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and as directed. | 150 | RM | - | - |
| 8 | 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 concrete 1:3:6 type C-2 for 100mm dia pipe complete all as specified and as directed. | 100 | RM | - | - |
| 9 | 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 concrete 1:3:6 type C-2 for 150mm dia pipe complete all as specified and as directed. | 400 | RM | - | - |
| 10 | 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 concrete 1:3:6 type C-2 for 200mm dia pipe complete all as specified and as directed. | 150 | RM | - | - |
stage.html
html • 0.06 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 • 0.28 MB
BOQ_869564.xls
BOQ • 0.34 MB
8991tenderdocuments.pdf
Tender Documents • 2.53 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 .