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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Finance TULSI ASTHA FLAT NO 1 PLOT NO 54 SECTOR 12 VASHI NAVI MUMBAI THANE 400 703 | THANE | MAHARASHTRA | 400703 | ₹12.3 L | L1 | Admitted-Finance |
| 2 | L2₹13.4 L+₹1.1 L (8.60%)Admitted-Finance SHOP NO 4 SUN STAR CHS LTD PLOT NO 309 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | ₹13.4 L+₹1.1 L (8.60%) | L2 | Admitted-Finance |
| 3 | L3₹17.9 L+₹5.6 L (45.2%)Admitted-Finance G 5 2 1 PANCHADEEP CO OP HSG SOCIETY SECTOR 29 VASHI NAVI MUMBAI 400 703 | THANE | MAHARASHTRA | 400703 | ₹17.9 L+₹5.6 L (45.2%) | L3 | Admitted-Finance |
| 4 | L4₹18.3 L+₹6.0 L (48.8%)Admitted-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | ₹18.3 L+₹6.0 L (48.8%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical 300 STREET NO 10 PREM BASTI SANGRUR PB PUNJAB 148001 | SANGRUR | SANGRUR | PUNJAB | 148001 | - | - | Rejected-Technical Not uploaded a valid DD. hence not recommended |
| Sl No | Description | Qty | Unit | PRIME ENGINEERS L4 | M/s Hari Om Construction L3 | Parmatma Enterprises L2 | sahajanand const co. L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Brickwork or stone/ boulder masonry, built in CM incl all quoins, arches, pillars, etc, complete all as specified and directed . | 85 | Cum | 1,000 ₹85,000 | 300 ₹25,500 | 300 ₹25,500 | 100 ₹8,500 Lowest |
| 2.00 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, as in wall etc complete all as specified & directed. | 70 | Cum | 5,000 ₹3,50,000 | 5,000 ₹3,50,000 | 3,600 ₹2,52,000 | 2,200 ₹1,54,000 Lowest |
| 3.00 | Ditto All as per item No 6 but except stone | 15 | Cum | 2,500 ₹37,500 | 2,500 ₹37,500 | 1,850 ₹27,750 | 1,000 ₹15,000 Lowest |
| 4.00 | Extra over stone walling for hammer dressing to face stones with maximum depression on fair face from straight edge held against the dressed surface not exceeding 40 mm for granite or trap stone of face beds & joints as specified of random rubble walling uncoursed or brought up to course complete all as specified | 190 | Sqm | 100 ₹19,000 | 300 ₹57,000 | 60 ₹11,400 | 50 ₹9,500 Lowest |
| 5.00 | M& L for raised pointing to random rubble masonry uncoursed or brought up to courses in CM 1:3 , complete all as specified & directed. | 19 | 10 Sqm | 1,100 ₹20,900 | 1,600 ₹30,400 | 600 ₹11,400 | 400 ₹7,600 Lowest |
| 6.00 | M&L PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping/benching including weathering throting ans necessary formwork complete all as specified. | 2.25 | Cum | 7,700 ₹17,325 | 6,000 ₹13,500 | 4,000 ₹9,000 Lowest | 4,000 ₹9,000 Lowest |
| 7.00 | 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 for scooping out from inside
and below the steining in well sinking including use of dredgers and all other
appliances, erection and removal of weighed platform and working in water
(measurement shall be for area bound by external circumference/ perimeter of
well x depth sunk) | 50 | Cum | 600 ₹30,000 | 1,000 ₹50,000 | 300 ₹15,000 Lowest | 300 ₹15,000 Lowest |
| 8.00 | Removing excavated to a distance of 2.5km or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination | 35 | Cum | 600 ₹21,000 | 1,600 ₹56,000 | 300 ₹10,500 Lowest | 500 ₹17,500 |
| 9.00 | M&L for Ready Mix concrete of M 40 Grade in pavement/hardstanding of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre including preparation of surfaces and form work if required. complete all as specified and directed. | 30 | Cum | 14,000 ₹4,20,000 | 8,000 ₹2,40,000 Lowest | 8,000 ₹2,40,000 Lowest | 8,000 ₹2,40,000 Lowest |
| 10.00 | M&L for 75mm thick PCC 1:2:4 type B-1 (using 20mm agg. ) as in plinth protection / path/ any paved area finishing cement concrete surface even and smooth complete all as specified and directed. | 130 | Sqm | 700 ₹91,000 | 450 ₹58,500 | 300 ₹39,000 Lowest | 300 ₹39,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹35,420
Closing Date
17 Aug 2026, 6:00 pmClosed
GE (NW) Mankhurd
GE (NW) Mankhurd
SPECIAL REPAIRS TO COVERING OF SHALLOW WELL 03 IN NUMBER AT RESIDENTIAL COLONY AND 02 IN NUMBERS IN DEPOT AT NAD TROMBAY UNDER GE (NW0 MANKHURD.
2026_MES_779647_1
8609/E8
Open Tender
Civil Works
Item Rate
180 days
Mankhurd
As per tender document
8 documents required · 8 mandatory
₹500
GE (NW) Mankhurd
₹35,420
Yes
3 Sept 2026
20 Jul 2026
19 Aug 2026
20 Jul 2026
17 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of Brickwork or stone/ boulder masonry, built in CM incl all quoins, arches, pillars, etc, complete all as specified and directed . | 85 | Cum | - | - |
| 2 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, as in wall etc complete all as specified & directed. | 70 | Cum | - | - |
| 3 | Ditto All as per item No 6 but except stone | 15 | Cum | - | - |
| 4 | Extra over stone walling for hammer dressing to face stones with maximum depression on fair face from straight edge held against the dressed surface not exceeding 40 mm for granite or trap stone of face beds & joints as specified of random rubble walling uncoursed or brought up to course complete all as specified | 190 | Sqm | - | - |
| 5 | M& L for raised pointing to random rubble masonry uncoursed or brought up to courses in CM 1:3 , complete all as specified & directed. | 19 | 10 Sqm | - | - |
| 6 | M&L PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping/benching including weathering throting ans necessary formwork complete all as specified. | 2.25 | Cum | - | - |
| 7 | 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 for scooping out from inside
and below the steining in well sinking including use of dredgers and all other
appliances, erection and removal of weighed platform and working in water
(measurement shall be for area bound by external circumference/ perimeter of
well x depth sunk) | 50 | Cum | - | - |
| 8 | Removing excavated to a distance of 2.5km or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination | 35 | Cum | - | - |
| 9 | M&L for Ready Mix concrete of M 40 Grade in pavement/hardstanding of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre including preparation of surfaces and form work if required. complete all as specified and directed. | 30 | Cum | - | - |
| 10 | M&L for 75mm thick PCC 1:2:4 type B-1 (using 20mm agg. ) as in plinth protection / path/ any paved area finishing cement concrete surface even and smooth complete all as specified and directed. | 130 | Sqm | - | - |
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