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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAdmitted-Finance HIMACHAL BUILDING SHOP NO 10 CD BARFYWALA ROAD JUHU LANE ANDHERI W MUMBAI 400058 | MUMBAI SUBURBAN | MAHARASHTRA | 400058 | ₹28.3 L | L1 | Admitted-Finance |
| 2 | L2₹28.8 LAdmitted-Finance | ₹28.8 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s PIONEER CONTRACTORS L1 | MAHESH ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete un-reinforced of any description and in any position not otherwise specifically provided for, including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre complete all as specified and as directed by the Engineer-in-Charge. | 3 | CUM | 306 ₹918 | 600 ₹1,800 |
| 2.00 | Excavation in trenches, n exc 1.5 mtr wide and n,exc 1.5 mtr in depth; for foundation etc. or for shafts, wells cesspit, manholes, pier holes,etc n,exc 10 Sqm on plan and n exc 1.5mtr in depth and getting out as in hard/dense soil complete all as specified and directed by Engg-in-Charge. | 15.5 | CUM | 351 ₹5,440.50 | 600 ₹9,300 |
| 3.00 | M&L for hardcore of broken stone or boulder of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and directed. | 87.92 | CUM | 2,250 ₹2.0 L | 800 ₹70,336 |
| 4.00 | M&L for plain cement concrete 1:2:4 type D-2 (using 40mm graded stone aggregate) as in foundation filling as mass concrete or in sub base of floors complete all as specified and directed. | 13.3 | CUM | 6,300 ₹83,790 | 4,000 ₹53,200 |
| 5.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling as mass concrete or in sub base of floors complete all as specified and directed. | 43.91 | CUM | 5,004 ₹2.2 L | 3,800 ₹1.7 L |
| 6.00 | 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 as directed by the Engineer-in-Charge. | 75 | KG | 108 ₹8,100 | 120 ₹9,000 |
| 7.00 | M&L for TMT steel bars 6 to 8mm dia and over upto and including 10mm dia as in stirrups, spacers and binders, 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 as directed by the Engineer-in-Charge. | 38 | KG | 125 ₹4,750 | 120 ₹4,560 |
| 8.00 | Use and waste of formwork to sides of rough finished surfaces of concrete foundation, footing, bases of columns, raft beams, side and soffits (if any) of foundation, plinth beam and similar work, complete all as specified and directed. | 28 | SQM | 306 ₹8,568 | 800 ₹22,400 |
| 9.00 | M&L reinforced cement concrete nomonal mix type 1:2:4 type B-1 1:2:4 using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 metre span and chajjas complete all as specified and directed. | 1 | CUM | 7,200 ₹7,200 | 7,800 ₹7,800 |
| 10.00 | M&L cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in plinth protection, 50mm thick, surfaces finished even and fair without using extra cement as in plinth protection including provision of construction joints complete all as specified and directed. | 4.5 | SQM | 630 ₹2,835 | 300 ₹1,350 |
Updated dates
Tender Value
₹29.5 L
EMD Value
₹59,000
Closing Date
4 May 2026, 6:00 pmClosed
GE AF THANE
Office of Military Engineer Services ,Garrison Engineer (AF) Thane, Kolshet Road, Sandoz Baugh Post, Thane 400607
COSTRUCTION OF WASH ROOM FOR SNCOs MESS AND UNIT RUN CANTEEN AND CERTAIN SANCTIONED WORKS AT AF STN THANE SITE (R) UNDER GE (AF)THANE
2026_MES_747423_3
GE (AF) T-61 OF 2025-26 (8560)
Open Tender
Civil Works
180 days
THANE
AS PER NOTICE OF TENDER
8 documents required · 8 mandatory
₹500
GE AF THANE
₹59,000
Yes
14 May 2026
14 Apr 2026
11 May 2026
14 Apr 2026
4 May 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolition of cement concrete un-reinforced of any description and in any position not otherwise specifically provided for, including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre complete all as specified and as directed by the Engineer-in-Charge. | |||||
| 2Excavation in trenches, n exc 1.5 mtr wide and n,exc 1.5 mtr in depth; for foundation etc. or for shafts, wells cesspit, manholes, pier holes,etc n,exc 10 Sqm on plan and n exc 1.5mtr in depth and getting out as in hard/dense soil complete all as specified and directed by Engg-in-Charge. | |||||
| 3M&L for hardcore of broken stone or boulder of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and directed. | |||||
| 4M&L for plain cement concrete 1:2:4 type D-2 (using 40mm graded stone aggregate) as in foundation filling as mass concrete or in sub base of floors complete all as specified and directed. | |||||
| 5M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling as mass concrete or in sub base of floors complete all as specified and directed. | |||||
| 6M&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 as directed by the Engineer-in-Charge. | |||||
| 7M&L for TMT steel bars 6 to 8mm dia and over upto and including 10mm dia as in stirrups, spacers and binders, 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 as directed by the Engineer-in-Charge. | |||||
| 8Use and waste of formwork to sides of rough finished surfaces of concrete foundation, footing, bases of columns, raft beams, side and soffits (if any) of foundation, plinth beam and similar work, complete all as specified and directed. | |||||
| 9M&L reinforced cement concrete nomonal mix type 1:2:4 type B-1 1:2:4 using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 metre span and chajjas complete all as specified and directed. | |||||
| 10M&L cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in plinth protection, 50mm thick, surfaces finished even and fair without using extra cement as in plinth protection including provision of construction joints complete all as specified and directed. | |||||
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