Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹39.3 L+₹2.9 L (7.87%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹40.0 L+₹3.5 L (9.63%)Admitted-Finance AKULA STREET BHAPUR BAZAR BERHAMPUR DISTT GANJAM ODISHA 760001 | GANJAM | ODISHA | 760001 | L3 | Admitted-Finance | |
| 4 | L4₹40.0 L+₹3.6 L (9.78%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹44.8 L+₹8.4 L (22.9%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Ats Electricals L2 | Likitha Enterprises L3 | M/s Jai Sree Hari L1 | TECHNO SOFT SOLUTIONS L5 | JPR CONSTRUCTIONS AND ENGINEERS L7 | M/s Bapujee Builders and Traders L4 | B.Veerabhadra Rao L6 | P JAGANNDHARAJU L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out | 25 | Cum | 374 ₹9,350 | 373 ₹9,325 | 350 ₹8,750 Lowest | 430.3 ₹10,757.5 | 460.3 ₹11,507.5 | 373 ₹9,325 | 443.3 ₹11,082.5 | 471.85 ₹11,796.25 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. | 10 | Cum | 214 ₹2,140 | 213 ₹2,130 | 200 ₹2,000 Lowest | 254.3 ₹2,543 | 284.3 ₹2,843 | 213 ₹2,130 | 267.3 ₹2,673 | 269.45 ₹2,694.5 |
| 3.00 | Removing surplus excavated earth (soil) to a distance exc 250 m but n.exc 500M & depositing where directed at a level n. exc 1.5 m above the starting point. | 15 | Cum | 321 ₹4,815 | 320 ₹4,800 | 300 ₹4,500 Lowest | 372 ₹5,580 | 402 ₹6,030 | 320 ₹4,800 | 385 ₹5,775 | 404.8 ₹6,072 |
| 4.00 | M&L PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation/mass concrete, filling etc, complete . | 4 | Cum | 5,559 ₹22,236 | 5,538 ₹22,152 | 5,200 ₹20,800 Lowest | 6,111.8 ₹24,447.2 | 6,141.8 ₹24,567.2 | 5,538 ₹22,152 | 6,124.8 ₹24,499.2 | 7,005.57 ₹28,022.28 |
| 5.00 | M&L walling of random rubble stone masonary uncoursed well bonded bedded solidly hearted brought to courses built in CM 1:6 complete | 30 | Cum | 5,185 ₹1,55,550 | 5,165 ₹1,54,950 | 4,850 ₹1,45,500 Lowest | 5,701.5 ₹1,71,045 | 5,731.5 ₹1,71,945 | 6,000 ₹1,80,000 | 5,714.5 ₹1,71,435 | 6,533.73 ₹1,96,011.9 |
| 6.00 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses for granite or trap stone, hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 40mm complete all as specified and directed. | 90 | Sqm | 374 ₹33,660 | 400 ₹36,000 | 350 ₹31,500 Lowest | 430.3 ₹38,727 | 460.3 ₹41,427 | 373 ₹33,570 | 443.3 ₹39,897 | 471.85 ₹42,466.5 |
| 7.00 | M & L for raised pointing to random or polygon rubble, uncouersed or brought upto courses in cement mortar 1:3 complete all as specified and directed. | 9 | Per 10 Sqm | 2,779 ₹25,011 | 2,769 ₹24,921 | 2,600 ₹23,400 Lowest | 3,065.9 ₹27,593.1 | 3,095.9 ₹27,863.1 | 2,769 ₹24,921 | 3,078.9 ₹27,710.1 | 3,502.79 ₹31,525.11 |
| 8.00 | M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregate in coping over retaining wall incl necessary form work. | 2.5 | Cum | 10,690 ₹26,725 | 10,650 ₹26,625 | 10,000 ₹25,000 Lowest | 11,735 ₹29,337.5 | 11,765 ₹29,412.5 | 10,650 ₹26,625 | 11,748 ₹29,370 | 13,472.25 ₹33,680.63 |
| 9.00 | M & L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 75mm bore of pipe etc. complete all as specified and directed. | 15 | RM | 192 ₹2,880 | 192 ₹2,880 | 180 ₹2,700 Lowest | 231.2 ₹3,468 | 261.2 ₹3,918 | 192 ₹2,880 | 244.2 ₹3,663 | 242.88 ₹3,643.2 |
| 10.00 | Dismantling floor, hearth or wall tiling including cement mortar bedding etc (but not backing) and removing rubbish off the premises complete all as specified and directed. | 159 | Sqm | 107 ₹17,013 | 107 ₹17,013 | 100 ₹15,900 Lowest | 137.7 ₹21,894.3 | 167.7 ₹26,664.3 | 107 ₹17,013 | 150.7 ₹23,961.3 | 135.36 ₹21,522.24 |
Tender Value
Refer Docs
EMD Value
₹70,000
Closing Date
7 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER I GOS
GARRISON ENGINEER I GOPALPUR MILITARY STATION PO GOLABANDHA DIST GANJAM ODISHA 761052
REPAIR TO PRECAST CURTAIN WALL PRECAST DRAIN MISC WORKS AT ZONE A AND REP/ REPL OF ELECTRICAL WIRING INCL ALL CONNECTED ELECTRICAL FITTINGS AND FIXTURES AT 352 (I) ASC DEPOT OTM AND MD ACCNS UNDER GE (I) GOS
2026_MES_778714_1
GE/GOS/TOK/95 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GOS
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER I GOS
₹70,000
21 Aug 2026
15 Jul 2026
13 Aug 2026
15 Jul 2026
7 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out | 25 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. | 10 | Cum | - | - |
| 3 | Removing surplus excavated earth (soil) to a distance exc 250 m but n.exc 500M & depositing where directed at a level n. exc 1.5 m above the starting point. | 15 | Cum | - | - |
| 4 | M&L PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation/mass concrete, filling etc, complete . | 4 | Cum | - | - |
| 5 | M&L walling of random rubble stone masonary uncoursed well bonded bedded solidly hearted brought to courses built in CM 1:6 complete | 30 | Cum | - | - |
| 6 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses for granite or trap stone, hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 40mm complete all as specified and directed. | 90 | Sqm | - | - |
| 7 | M & L for raised pointing to random or polygon rubble, uncouersed or brought upto courses in cement mortar 1:3 complete all as specified and directed. | 9 | Per 10 Sqm | - | - |
| 8 | M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregate in coping over retaining wall incl necessary form work. | 2.5 | Cum | - | - |
| 9 | M & L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 75mm bore of pipe etc. complete all as specified and directed. | 15 | RM | - | - |
| 10 | Dismantling floor, hearth or wall tiling including cement mortar bedding etc (but not backing) and removing rubbish off the premises complete all as specified and directed. | 159 | Sqm | - | - |
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 • 0.37 MB
tender_docs.pdf
Tender Documents • 1.21 MB
BOQ_872185.xls
BOQ • 8.06 MB
amdt95.pdf
PDF • 0.34 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 .