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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-Finance | L1 | Accepted-Finance Being lowest | |
| 2 | L2₹41.8 L+₹2,971.25 (0.07%)Accepted-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | L2 | Accepted-Finance Not Being lowest | |
| 3 | L3₹42.8 L+₹94,035.50 (2.25%)Accepted-Finance | L3 | Accepted-Finance Not Being lowest | |
| 4 | L4₹43.3 L+₹1.5 L (3.62%)Accepted-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L4 | Accepted-Finance Not Being lowest | |
| 5 | L5₹44.3 L+₹2.5 L (5.99%)Accepted-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L5 | Accepted-Finance Not Being lowest |
| Sl No | Description | Qty | Unit | M/S GR construction compony L1 | M/S ANIL KUMAR L5 | imran construction company L4 | M/S MANINDER CONSTRUCTION CO. L3 | J S CONSTRUCTION CO L2 | Anandeshwar Enterprises L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceedings 25cm watering and removing surplus soil to distance n exc 50 m and making good surfac in soft/loose soils | 70 | Each | 90 ₹6,300 | 199 ₹13,930 | 120 ₹8,400 | 100 ₹7,000 | 80 ₹5,600 Lowest | 100 ₹7,000 |
| 2.00 | S&F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed | 17,200 | Kg | 92 ₹15,82,400 | 109 ₹18,74,800 | 95 ₹16,34,000 | 110 ₹18,92,000 | 90 ₹15,48,000 Lowest | 110 ₹18,92,000 |
| 3.00 | S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. | 1,166 | Sqm | 650 ₹7,57,900 | 629 ₹7,33,414 | 650 ₹7,57,900 | 640 ₹7,46,240 | 680 ₹7,92,880 | 565 ₹6,58,790 Lowest |
| 4.00 | M&L for two coats synthetic enamelled paint over one coat of red oxide primer incl preparation of new surface of steel of any description any width or girth complete all as specifed and as directed by Engr-in-Charge. | 211 | Sqm | 45 ₹9,495 Lowest | 45 ₹9,495 Lowest | 65 ₹13,715 | 45 ₹9,495 Lowest | 45 ₹9,495 Lowest | 60 ₹12,660 |
| 5.00 | M&L, PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation, fitting and mass concrete | 117.73 | Cum | 3,000 ₹3,53,190 | 999 ₹1,17,612.27 | 2,100 ₹2,47,233 | 500 ₹58,865 Lowest | 1,800 ₹2,11,914 | 3,000 ₹3,53,190 |
| 6.00 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; | 1,500 | Sqm | 600 ₹9,00,000 | 609 ₹9,13,500 | 580 ₹8,70,000 Lowest | 600 ₹9,00,000 | 630 ₹9,45,000 | 580 ₹8,70,000 Lowest |
| 7.00 | M&L for providing cement concrete type C-1 1:3:6 (20mm graded aggregate) as in copings Complete all as specified and directed by Engineer-in-Charge. | 3.8 | Cum | 4,000 ₹15,200 | 2,999 ₹11,396.2 Lowest | 3,000 ₹11,400 | 5,500 ₹20,900 | 3,500 ₹13,300 | 5,000 ₹19,000 |
| 8.00 | S&F high quality zinc coated GI Chain link fencing of required width in mesh size 50x50 mm made of GI wire dia not less than 3mm and fix with column with nut or bolts and strengtheing with 10mm TMT bars, conforing to standard grade steel complete all as specified and directed.
NOTE:- (i) Payment of TMT bar shall be made in seperate items in this Schedule.
(ii) The Engr-in-Charge along with rep of contractor shall verify the weight mesh and submit the copy along with photographic eveidence along with RAR and Purchase Voucher.
(iii) The quoted rate shall be inclusive of Nut bolt required. | 1,573 | kg | 100 ₹1,57,300 | 114 ₹1,79,322 | 120 ₹1,88,760 | 105 ₹1,65,165 | 115 ₹1,80,895 | 95 ₹1,49,435 Lowest |
| 9.00 | S&F mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for 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 directed by Engineer-in-Charge. | 512.75 | Kg | 90 ₹46,147.5 | 105 ₹53,838.75 | 90 ₹46,147.5 | 90 ₹46,147.5 | 89 ₹45,634.75 | 85 ₹43,583.75 Lowest |
| 10.00 | S&F 12 mm thick polycarbonate twinwall clear sheet flexible, strong impact and shutterproof all weather outdoor covering fixed to existing steel frame/ truss including all necessary fixing screws /nuts and aluminium flat strips etc and including safety measures and scaffolding complete all as specified and directed engineer-in-charge. | 60 | Sqm | 800 ₹48,000 Lowest | 1,799 ₹1,07,940 | 900 ₹54,000 | 1,200 ₹72,000 | 1,400 ₹84,000 | 2,200 ₹1,32,000 |
Tender Value
₹48.4 L
EMD Value
₹96,700
Closing Date
13 Apr 2026, 6:00 pmClosed
LT COL MANISH E WASNIK
GE (CENTRAL) DELHI CANTT-10
8825/TOKEN-149/2025-26
2026_MES_757333_1
GE/TOKEN-149/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (CENTRAL) DELHI CANTT-10
AS PER NIT
9 documents required · 9 mandatory
₹500
Yes
GE (CENTRAL) DELHI CANTT-10
₹96,700
Yes
27 Apr 2026
23 Mar 2026
15 Apr 2026
23 Mar 2026
13 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavating in post holes each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceedings 25cm watering and removing surplus soil to distance n exc 50 m and making good surfac in soft/loose soils | |||||
| 2S&F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed | |||||
| 3S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. | |||||
| 4M&L for two coats synthetic enamelled paint over one coat of red oxide primer incl preparation of new surface of steel of any description any width or girth complete all as specifed and as directed by Engr-in-Charge. | |||||
| 5M&L, PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation, fitting and mass concrete | |||||
| 6Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; | |||||
| 7M&L for providing cement concrete type C-1 1:3:6 (20mm graded aggregate) as in copings Complete all as specified and directed by Engineer-in-Charge. | |||||
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