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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-AOC ROOM NO 214 GANESH MURTHY NAGAR PART III COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | ₹30.4 L Quoted ₹31.3 L | L1 | Accepted-AOC Being Lowest Tenderer |
| 2 | L2₹32.2 L+₹90,466 (2.89%)Rejected-Finance A 63 ELDECO COUNTY PHASE II RAJGARH JHANSI U P 284135 | JHANSI | JHANSI | UTTAR PRADESH | 284135 | ₹32.2 L+₹90,466 (2.89%) | L2 | Rejected-Finance Being Other than Lowest Tenderer |
| 3 | L3₹33.3 L+₹2.0 L (6.46%)Rejected-Finance | ₹33.3 L+₹2.0 L (6.46%) | L3 | Rejected-Finance Being Other than Lowest Tenderer |
| 4 | L4₹34.3 L+₹3.0 L (9.54%)Rejected-Finance 25 13 1 AMBEGAON PATHAR PUNE 411046 | PUNE | MAHARASHTRA | 411046 | ₹34.3 L+₹3.0 L (9.54%) | L4 | Rejected-Finance Being Other than Lowest Tenderer |
| 5 | L5₹34.3 L+₹3.0 L (9.55%)Rejected-Finance NOT AVAILABLE | ₹34.3 L+₹3.0 L (9.55%) | L5 | Rejected-Finance Being Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | sai construction L4 | Sachin santosh dalvi L7 | saisiddhi construction L8 | Pragathi Infrastructure Co. L1 | SACHINENTERPRISES L6 | SR Construction L3 | SHREE JAGDISH FURNITURE CO. L5 | Rohit Enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of plain cement concrete of any description and in any position not other wise speifically provided for and removing rubbish off the premises (outside MD land) etc complete all as specified and directed. (The place of disposal shall be find out by contractor) | 44.5 | Cum | 300 ₹13,350 | 150 ₹6,675 Lowest | 350 ₹15,575 | 600 ₹26,700 | 1,100 ₹48,950 | 500 ₹22,250 | 250 ₹11,125 | 1,000 ₹44,500 |
| 2.00 | Material and labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre of thickness n exc 200mm including necessary formwork complete all as specified and directed | 30 | Cum | 8,500 ₹2,55,000 | 6,800 ₹2,04,000 | 6,500 ₹1,95,000 | 10,000 ₹3,00,000 | 11,000 ₹3,30,000 | 5,000 ₹1,50,000 Lowest | 5,250 ₹1,57,500 | 10,100 ₹3,03,000 |
| 3.00 | M&L for PCC 100mm thick type D-2 (1:4:8) using 40mm graded aggregate as in sub base all as specified and as directed. | 50 | Sqm | 250 ₹12,500 | 300 ₹15,000 | 350 ₹17,500 | 400 ₹20,000 | 385 ₹19,250 | 230 ₹11,500 Lowest | 345 ₹17,250 | 400 ₹20,000 |
| 4.00 | M&L 150mm thick PCC 1:2:4 type B-I using 20mm graded crushed stone aggregates as in floor finished cement concrete surface even and smooth using extra cement complete all as specified and directed by Engineer-in-Charge. | 50 | Sqm | 300 ₹15,000 Lowest | 350 ₹17,500 | 350 ₹17,500 | 600 ₹30,000 | 460 ₹23,000 | 450 ₹22,500 | 777 ₹38,850 | 500 ₹25,000 |
| 5.00 | M&L for PCC 1:2:4 Tpye B1 using 20mm graded stone aggregates as in kerbing all around of tiles etc complete. | 2 | Cum | 5,000 ₹10,000 | 6,000 ₹12,000 | 3,500 ₹7,000 Lowest | 6,000 ₹12,000 | 5,400 ₹10,800 | 6,000 ₹12,000 | 5,100 ₹10,200 | 8,000 ₹16,000 |
| 6.00 | M&L 10mm dia over mild steel TMT bars, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not lessthan 0.9mm dia or securing with clips etc complete all as specified and directed by Engr-in-charge. | 50 | Kg | 65 ₹3,250 Lowest | 82 ₹4,100 | 80 ₹4,000 | 90 ₹4,500 | 110 ₹5,500 | 110 ₹5,500 | 88 ₹4,400 | 80 ₹4,000 |
| 7.00 | -ditto- all as per item No 6 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 20 | Kg | 65 ₹1,300 Lowest | 85 ₹1,700 | 75 ₹1,500 | 90 ₹1,800 | 112 ₹2,240 | 100 ₹2,000 | 87 ₹1,740 | 80 ₹1,600 |
| 8.00 | M&L for forming joints (Expansion/ contraction/construction) in concrete slab of 150-250mm thick mechanically and joints shall be filled with Pre-formed bituminous filler and top 30mm primed and sealed with sealing compound of grade 'A' complete all as specified and as directed by Engr-in-Charge. | 1 | 10RM | 500 ₹500 | 1,300 ₹1,300 | 450 ₹450 Lowest | 1,000 ₹1,000 | 2,250 ₹2,250 | 4,000 ₹4,000 | 985 ₹985 | 1,000 ₹1,000 |
| 9.00 | S&F in repairs Precast RCC (1:2:4) type BI using 20mm graded crushed stone aggregate as in cover slabs and set in cement mortar 1:4, incl removal of old cover slabs outside MD land and location of disposal shall be found by contractor complete all as specified and directed by Engineer-in-Charge. | 5 | Each | 1,500 ₹7,500 | 300 ₹1,500 Lowest | 1,500 ₹7,500 | 2,000 ₹10,000 | 1,250 ₹6,250 | 2,000 ₹10,000 | 1,647 ₹8,235 | 5,000 ₹25,000 |
| 10.00 | M&L for preparation of old wall surfaces of any description & applying one coat of oil bound distemper paint on wall/roof including necessary scaffolding complete all as specified and directed. | 300 | Sqm | 25 ₹7,500 Lowest | 40 ₹12,000 | 35 ₹10,500 | 30 ₹9,000 | 38 ₹11,400 | 40 ₹12,000 | 47 ₹14,100 | 30 ₹9,000 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
4 Aug 2026, 6:55 pmClosed
LT COL ANIL KUMAR S
GARRISON ENGINEER NW KUNJALI DR HOMI BHABHA ROAD NAVY NAGAR COLABA MUMBAI 400005
8342 REPAIR/ MAINT TO CERTAIN B/R MARINE ASSET INCL REPLACEMENT OF PCC AND MS COVERS, S S RAILING, CHAINS AT CG DOCK AND K AND L BERTH AND ASSOCIATED AREAS AT NAVAL DOCKYARD UNDER AGE B/R-I UNDER GE (NW) KUNJALI, MUMBAI
2026_MES_778501_1
8342/E8
Open Tender
Civil Works
Item Rate
183 days
GE (NW) KUNJALI
ALL AS PER TENDER DOCUMENT
8 documents required · 8 mandatory
₹500
Yes
GE (NW) KUNJALI
₹98,000
Yes
6 Sept 2026
14 Jul 2026
6 Aug 2026
25 Jul 2026
4 Aug 2026
29 Jul 2026
14 Jul 2026 - 25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of plain cement concrete of any description and in any position not other wise speifically provided for and removing rubbish off the premises (outside MD land) etc complete all as specified and directed. (The place of disposal shall be find out by contractor) | 44.5 | Cum | - | - |
| 2 | Material and labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre of thickness n exc 200mm including necessary formwork complete all as specified and directed | 30 | Cum | - | - |
| 3 | M&L for PCC 100mm thick type D-2 (1:4:8) using 40mm graded aggregate as in sub base all as specified and as directed. | 50 | Sqm | - | - |
| 4 | M&L 150mm thick PCC 1:2:4 type B-I using 20mm graded crushed stone aggregates as in floor finished cement concrete surface even and smooth using extra cement complete all as specified and directed by Engineer-in-Charge. | 50 | Sqm | - | - |
| 5 | M&L for PCC 1:2:4 Tpye B1 using 20mm graded stone aggregates as in kerbing all around of tiles etc complete. | 2 | Cum | - | - |
| 6 | M&L 10mm dia over mild steel TMT bars, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not lessthan 0.9mm dia or securing with clips etc complete all as specified and directed by Engr-in-charge. | 50 | Kg | - | - |
| 7 | -ditto- all as per item No 6 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 20 | Kg | - | - |
| 8 | M&L for forming joints (Expansion/ contraction/construction) in concrete slab of 150-250mm thick mechanically and joints shall be filled with Pre-formed bituminous filler and top 30mm primed and sealed with sealing compound of grade 'A' complete all as specified and as directed by Engr-in-Charge. | 1 | 10RM | - | - |
| 9 | S&F in repairs Precast RCC (1:2:4) type BI using 20mm graded crushed stone aggregate as in cover slabs and set in cement mortar 1:4, incl removal of old cover slabs outside MD land and location of disposal shall be found by contractor complete all as specified and directed by Engineer-in-Charge. | 5 | Each | - | - |
| 10 | M&L for preparation of old wall surfaces of any description & applying one coat of oil bound distemper paint on wall/roof including necessary scaffolding complete all as specified and directed. | 300 | Sqm | - | - |
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