Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹42.7 LAdmitted-Finance RAMA PARK A 121 BLOCK A UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | ₹42.7 L | H1 | Admitted-Finance |
| 2 | H2₹40.4 LAdmitted-Finance NEAR LIC OFFICE KALAIGNAR ARIVALAYAM SHOP ROOM NO7 GROUND FLOOR OF BACK SIDE PHOENIX BAY SRI VIJAYA PURAM 744101 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹40.4 L | H2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not admitted. Scaned copy of DD toward tender cost not uploaded. |
| Sl No | Description | Qty | Unit | HANUMAN BUILDERS H1 | RK TRADERS H2 |
|---|---|---|---|---|---|
| 1.00 | Demolition of Un-reinforced cement Concrete in ground floors and pavings n. exc 15 cm thickness (below or above ground level) including removal of debris from the site complete all as specified and as directed by Engr-in-Charge. | 7.4 | Cum | 1,200 ₹8,880 | 150 ₹1,110 |
| 2.00 | Excavation in trenches for n. exc 1.50 Mtr width but n.exc 1.50 Mtr depth for foundation not exc 10 sqm on plan and n. exc 1.50 mtr in depth incl getting in soft/loose soil complete all as specified and directed. | 169 | Cum | 150 ₹25,350 | 300 ₹50,700 |
| 3.00 | M&L for Anti Termite Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as directed. | 342 | Sqm | 120 ₹41,040 | 200 ₹68,400 |
| 4.00 | M&L for 100mm thick cement concrete (type C-2) 1:3:6 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 7 | Cum | 2,750 ₹19,250 | 4,500 ₹31,500 |
| 5.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter all as specified and directed. | 115.4 | Sqm | 250 ₹28,850 | 300 ₹34,620 |
| 6.00 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required, including cracking bedning etc and bending with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 3,659.82 | Kg | 95 ₹3.5 L | 85 ₹3.1 L |
| 7.00 | M&L for mild steel TMT bars 5 to 10mm dia as in stirrups cut to length bent to shape required, including cracking bedning etc and bending with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 1,201.68 | Kg | 99 ₹1.2 L | 85 ₹1.0 L |
| 8.00 | M&L for M-25 design mix concrete (using 20mm graded aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc asement slabs, under reamed piles and mass conrete complete all as specified and directed. | 25.23 | Cum | 6,000 ₹1.5 L | 6,000 ₹1.5 L |
| 9.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat rough finished surfaces of concrete all as specified and directed | 198.7 | Sqm | 300 ₹59,610 | 200 ₹39,740 |
| 10.00 | M&L for M-25 design mix concrete (using 20mm graded aggregate) for columns, pillars, piers, posts and struts all as specified and directed. | 16.28 | Cum | 8,000 ₹1.3 L | 6,000 ₹97,680 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹78,000
Closing Date
11 May 2026, 6:00 pmClosed
JITENDRA KUMAR MEENA IDSE GE
GARRISON ENGINEER PROJECT AIR FORCE PALAM
PROVN OF PART GE PROJECT OFFICE UNDER GE (P) AF PALAM, Delhi Cantt-10
2026_MES_759153_1
2026_MES_758541
Open Tender
Civil Works
180 days
AIR FORCE STATION PALAM DELHI CANTT
AS PER NIT
8 documents required · 8 mandatory
₹500
Yes
GARRISON ENGINEER PROJECT AIR FORCE PALAM
₹78,000
Yes
9 Jun 2026
7 Apr 2026
18 May 2026
7 Apr 2026
11 May 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Demolition of Unreinforced cement Concrete in ground floors and pavings n. exc 15 cm thickness (below or above ground level) including removal of debris from the site complete all as specified and as directed by Engr-in-Charge. | - | Cum | - | - | Item 1 |
| 2 | Excavation in trenches for n. exc 1.50 Mtr width but n.exc 1.50 Mtr depth for foundation not exc 10 sqm on plan and n. exc 1.50 mtr in depth incl getting in soft/loose soil complete all as specified and directed. | - | Cum | - | - | Item 2 |
| 3 | M&L for Anti Termite Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as directed. | 1 | Sqm | - | - | Item 3 |
| 4 | M&L for 100mm thick cement concrete type C2 1:3:6 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 1 | Cum | - | - | Item 4 |
| 5 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter all as specified and directed. | - | Sqm | - | - | Item 5 |
| 6 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required, including cracking bedning etc and bending with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | - | Kg | - | - | Item 6 |
| 7 | M&L for mild steel TMT bars 5 to 10mm dia as in stirrups cut to length bent to shape required, including cracking bedning etc and bending with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | - | Kg | - | - | Item 7 |
| 8 | M&L for M25 design mix concrete (using 20mm graded aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc asement slabs, under reamed piles and mass conrete complete all as specified and directed. | - | Cum | - | - | Item 8 |
| 9 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat rough finished surfaces of concrete all as specified and directed | 1 | Sqm | - | - | Item 9 |
| 10 | M&L for M25 design mix concrete (using 20mm graded aggregate) for columns, pillars, piers, posts and struts all as specified and directed. | - | Cum | - | - | Item 10 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.69 MB
TENDER.pdf
Tender Documents • 1.53 MB
BOQ_850320.xls
BOQ • 0.47 MB
Download all tender documents and submit your bid