Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC | ₹26.3 L Quoted ₹26.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹30.8 LRejected-Finance | ₹30.8 L | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹31.0 LRejected-Finance 2 EVEREST VIHAR PT T N MISHRA MARG NIRMAN NAGAR JAIPUR 302019 | JAIPUR | RAJASTHAN | 302019 | ₹31.0 L | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹32.7 LRejected-Finance NO 28 KUMHARON KI BASTI DHOONDHA BARMER RAJASTHAN 344035 | BARMER | RAJASTHAN | 344035 | ₹32.7 L | L4 | Rejected-Finance Other than lowest |
| 5 | L5₹33.9 LRejected-Finance | ₹33.9 L | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | Lalit and Brothers L5 | RAMDEV ENTERPRISES L1 | Rasam Engg Co. L3 | S.K. INFRASTRUCTURE L2 | DEVARAM CONSTRUCTION COMPANY L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for 15 mm thick screed bed in cement mortar 1:6 for laying floor finishes under floor Complete all as specified and directed. | 8 | Sqm | 2,490 ₹19,920 | 1,000 ₹8,000 | 2,000 ₹16,000 | 80 ₹640 | 2,100 ₹16,800 |
| 2.00 | Taking down shutters with chowkats or frames of size n exc 1.50 m complete all as directed and specified | 1 | each | 390 ₹390 | 150 ₹150 | 250 ₹250 | 250 ₹250 | 330 ₹330 |
| 3.00 | Excavating in over area , n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out hard/dense soil complete all directed | 10.5 | Cum | 390 ₹4,095 | 250 ₹2,625 | 300 ₹3,150 | 250 ₹2,625 | 320 ₹3,360 |
| 4.00 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.5 mtr depth for foundation as for manholes, pier holes etc. and getting out in hard/dense soil complete. | 7 | Cum | 440 ₹3,080 | 370 ₹2,590 | 400 ₹2,800 | 450 ₹3,150 | 390 ₹2,730 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 174.15 | Cum | 240 ₹41,796 | 60 ₹10,449 | 70 ₹12,190.50 | 120 ₹20,898 | 140 ₹24,381 |
| 6.00 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed by Eng-in-charge. | 9 | Cum | 240 ₹2,160 | 70 ₹630 | 100 ₹900 | 150 ₹1,350 | 140 ₹1,260 |
| 7.00 | M&L PCC 1:4:8 type D-2(40mm graded aggregate) in foundation , sub base, filling and mass concrete and post holes manholes and concreting around manhole complete all as specified. | 3.02 | Cum | 15,900 ₹48,018 | 4,000 ₹12,080 | 15,000 ₹45,300 | 5,000 ₹15,100 | 15,000 ₹45,300 |
| 8.00 | M & L for 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 complete all as specified and directed. | 22.3 | Sqm | 490 ₹10,927 | 340 ₹7,582 | 400 ₹8,920 | 400 ₹8,920 | 400 ₹8,920 |
| 9.00 | M & L for RCC M-30 DESIGN MIX (20mm graded stone aggregate) as in foundations, including beams, plinth beams, bases for columns etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 4 | Cum | 16,900 ₹67,600 | 7,000 ₹28,000 | 17,000 ₹68,000 | 9,500 ₹38,000 | 16,000 ₹64,000 |
| 10.00 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as soecified and directed | 12 | Sqm | 440 ₹5,280 | 340 ₹4,080 | 340 ₹4,080 | 400 ₹4,800 | 350 ₹4,200 |
Updated dates
Tender Value
₹28.1 L
EMD Value
₹56,180
Closing Date
15 May 2026, 6:00 pmClosed
GE AF Utarlai
GE AF Utarlai PB No.11 Barmer
PROVN OF CERTAIN MINOR WORKS SERVICES AT AIR FORCE STN
2026_MES_757656_2
8689/E8
Open Tender
Civil Works
180 days
Utarlai
As per NIT
8 documents required · 8 mandatory
₹500
GE (AF) Utarlai
₹56,180
Yes
22 May 2026
24 Apr 2026
16 May 2026
24 Apr 2026
15 May 2026
1 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
M&L for 15 mm thick screed bed in cement mortar 1:6 for laying floor finishes under floor Complete all as specified and directed. | - | Sqm | - | - | 10003 | |
Taking down shutters with chowkats or frames of size n exc 1.50 m complete all as directed and specified | - | each | - | - | 10005 | |
Excavating in over area , n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out hard/dense soil complete all directed | - | Cum | - | - | 10006 | |
Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.5 mtr depth for foundation as for manholes, pier holes etc. and getting out in hard/dense soil complete. | - | Cum | - | - | 10007 | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | - | Cum | - | - | 10008 | |
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed by Eng-in-charge. | - | Cum | - | - | 10009 | |
M&L PCC 1:4:8 type D-2(40mm graded aggregate) in foundation , sub base, filling and mass concrete and post holes manholes and concreting around manhole complete all as specified. | - | Cum | - | - | 10010 | |
M & L for 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 complete all as specified and directed. | - | Sqm | - | - | 10011 | |
M & L for RCC M-30 DESIGN MIX (20mm graded stone aggregate) as in foundations, including beams, plinth beams, bases for columns etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | - | Cum | - | - | 10012 | |
M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as soecified and directed | - | Sqm | - | - | 10013 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 0.21 MB
TD8689.pdf
Tender Documents • 0.93 MB
BOQ_853336.xls
BOQ • 2.04 MB
Download all tender documents and submit your bid