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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAdmitted-Finance | ₹18.2 L | L1 | Admitted-Finance |
| 2 | L2₹21.9 LAdmitted-Finance B 12 VISHAKARMA JYOTI SUBHASH LANE MALAD E MUMBAI 400097 | MUMBAI SUBURBAN | MAHARASHTRA | 400097 | ₹21.9 L | L2 | Admitted-Finance |
| 3 | L3₹22.9 LAdmitted-Finance PULWAMA JAMMU KASHMIR 192301 INDIA | PULWAMA | JAMMU AND KASHMIR | 192301 | ₹22.9 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical WRONG DD AND APPLICATION UPLOADED |
| 5 | Rejected-Technical | - | - | Rejected-Technical VISIBLE DD NOT UPLOADED |
| Sl No | Description | Qty | Unit | Vishal Builders L2 | Shiv Shakti Construction L1 | Peerzada And Sons L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out, in any type of hard dense soil, complete all as specified and as directed by Engineer-in-Charge. | 40.5 | Cum | 450 ₹18,225 | 200 ₹8,100 | 1,000 ₹40,500 |
| 2.00 | Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out, in any type of soft/desintegrated rock, complete all as specified and as directed by Engineer-in-Charge. | 10 | Cum | 600 ₹6,000 | 200 ₹2,000 | 1,200 ₹12,000 |
| 3.00 | M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete, complete all as specified and asdirected by Engineer-in-Charge. | 9 | Cum | 4,200 ₹37,800 | 6,000 ₹54,000 | 4,000 ₹36,000 |
| 4.00 | M&L walling of random rubble stonemasonry ,uncoursed,cwell bonded, bedded and solidly hearted,built in cement mortar 1:4,complete all as specified. | 9.5 | Cum | 3,400 ₹32,300 | 1,200 ₹11,400 | 4,800 ₹45,600 |
| 5.00 | M&L for raised pointing to random or polygonal rubble ,uncoursed or brought upto courses in CM 1:4 , complete all as specified. | 9.5 | Sqm | 1,200 ₹11,400 | 250 ₹2,375 | 1,380 ₹13,110 |
| 6.00 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:6 complete all as specified. | 25 | Cum | 8,000 ₹2 L | 1,200 ₹30,000 | 8,000 ₹2 L |
| 7.00 | M&L for plain cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-Charge. | 1.8 | Cum | 8,000 ₹14,400 | 3,000 ₹5,400 | 6,500 ₹11,700 |
| 8.00 | M&L for TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-Charge. | 35 | Kg | 125 ₹4,375 | 150 ₹5,250 | 100 ₹3,500 |
| 9.00 | M&L for rendering 15 mm thick, on fair faces of brick or concrete surfaces in cement mortar 1:6 and finishing the surface even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. | 100 | Sqm | 400 ₹40,000 | 300 ₹30,000 | 410 ₹41,000 |
| 10.00 | M&L for rendering 15 mm thick, on fair faces of brick or concrete surfaces in cement mortar 1:4 by using water proofing compound as per manufacturer instruction and surfaces finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. Note:- WPC will be measured and paid separately. | 100 | Sqm | 400 ₹40,000 | 250 ₹25,000 | 430 ₹43,000 |
Updated dates
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
2 May 2026, 6:00 pmClosed
GE AF THANE
Office of Military Engineer Services ,Garrison Engineer (AF) Thane, Kolshet Road, Sandoz Baugh Post, Thane 400607
PROVN OF TOILET (QTY-2), ADDITION/ALTERATION TO BLDG NO P- 46/A2 AND CERTAIN SANCTIONED WORKS AT AFS MADH ISLAND UNDER GE (AF) THANE
2026_MES_754152_2
GE (AF) T-86 OF 2025-26 (8599)
Open Tender
Civil Works
180 days
THANE
AS PER NOTICE OF TENDER
8 documents required · 8 mandatory
₹500
GE AF THANE
₹42,000
Yes
29 May 2026
13 Apr 2026
9 May 2026
13 Apr 2026
2 May 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out, in any type of hard dense soil, complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out, in any type of soft/desintegrated rock, complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete, complete all as specified and asdirected by Engineer-in-Charge. | - | Cum | - | - | |
M&L walling of random rubble stonemasonry ,uncoursed,cwell bonded, bedded and solidly hearted,built in cement mortar 1:4,complete all as specified. | - | Cum | - | - | |
M&L for raised pointing to random or polygonal rubble ,uncoursed or brought upto courses in CM 1:4 , complete all as specified. | - | Sqm | - | - | |
M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:6 complete all as specified. | - | Cum | - | - | |
M&L for plain cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
M&L for TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-Charge. | - | Kg | - | - | |
M&L for rendering 15 mm thick, on fair faces of brick or concrete surfaces in cement mortar 1:6 and finishing the surface even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. | - | Sqm | - | - | |
M&L for rendering 15 mm thick, on fair faces of brick or concrete surfaces in cement mortar 1:4 by using water proofing compound as per manufacturer instruction and surfaces finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. Note:- WPC will be measured and paid separately. | - | Sqm | - | - |
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