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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC HOUSE NO 04 NEW SARASWATI VIHAR NEAR PAWAN VIHAR PHASE 6 OVER HEAD TANK BAREILLY 243006 UP | BAREILLY | BAREILLY | UP | 243006 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹20.2 L+₹1.0 L (5.35%)Rejected-Finance | L2 | Rejected-Finance BEING L2 |
| Sl No | Description | Qty | Unit | S S CONSTRUCTION CO L1 | m/s udit constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Excavating over area using hydraulic excavator of adequate capacity depth not exc. 1.5 mtr deep and getting out in any type of soil all as specified. | 250 | Cum | 275 ₹68,750 Lowest | 310 ₹77,500 |
| 2.00 | Excavating over area using hydraulic excavator of adequate capacity depth exc 1.50 mtr and not exc 3.00 mtr and getting out in any type of soil all as specified. | 65 | Cum | 400 ₹26,000 Lowest | 400 ₹26,000 Lowest |
| 3.00 | Removing excavated materials to a distance of 1.50 KM and not exc 5.00 KM depositing where directed by Engineer-iin-Charge. | 315 | Cum | 175 ₹55,125 Lowest | 220 ₹69,300 |
| 4.00 | M&L for filling craters with broken stone boulders or quarried stone (boulders of size 150 mm to 300 mm broken graded stone aggregate), interstices filled, surface formed and rolled with 8 to 12 tonne capacity power roller all as specified and as directed. | 120 | Cum | 3,850 ₹4,62,000 Lowest | 4,100 ₹4,92,000 |
| 5.00 | M&L for construction of granular sub-base by providing close graded Material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 80 | Cum | 4,900 ₹3,92,000 Lowest | 5,000 ₹4,00,000 |
| 6.00 | M&L for 30 mm thick layer of river sand over granular sub base (GSB) including watering & compacting all as specified and as directed. | 9.8 | Cum | 4,000 ₹39,200 Lowest | 4,080 ₹39,984 |
| 7.00 | M&L for laying 400 micron thick transparent high density polyethylene (HDPE) film sheet, grade I conforming to IS-10889 with side lap of 160mm and end lap of 300mm complete all as directed.
[Note: Net area excluding the overlaps shall be measured and paid] | 375 | Sqm | 480 ₹1,80,000 Lowest | 550 ₹2,06,250 |
| 8.00 | M&L for 300 mm compacted thickness (in two layers of 150mm thick each) rapid setting pavement using 20mm to 63mm size graded stone aggregate, spreading, watering, rolling & compacting with 8 to 12 ton power roller including injecting the mixed rapid grout cement in to the prepared base using IMDM machine and other T&P, compacting the pavement using needle vibrators and flat vibrator complete with necessary T&P all as directed b y the Engineer-in-Charge.
Notes: 1. IMDM machine & rapid setting grout cement will be provided by the Dept./ AF authority free for fixing / using.
2. The rate quoted shall be deemed to include for shifting of IMDM machine from MES/ AF yard to site and back and handling & transportation of Rapid grout cement in 1200 Kg polythene bags from MES store to place of work.
Notes common for all items of BoQ: (a) The contractor is required to procure complete quantities of stone boulders, aggregates & polythene film and stack them where directed within 10 days from the date of commencement of the work, failing which penalty at Rs. 10,000/- per day beyond the prescribed period shall be levied.
(b). The item is catered for extreme emergencies of AFS and accordingly the contractor shall commence the work by arranging all T&P and labour within 24 hours of notice by Engineer-in-Charge, failing which Rs. 30,000/- per day beyond the prescribed period shall be levied. | 98 | Cum | 7,100 ₹6,95,800 Lowest | 7,250 ₹7,10,500 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
22 Aug 2025, 6:00 pmClosed
GE (AF) Bareilly
GE (AF) Bareilly - 243002 (UP)
WORK SERVICES FOR REHABILITATION OF RUNWAY SCHEME (RRS) WITH RAPID GROUT CEMENT AT AF STN BAREILLY
2025_MES_710204_2
GE(AF)/BLY/T-01 OF 2025-2026
Open Tender
Civil Works
Item Rate
180 days
Bareilly
Class E Cat a(v)
8 documents required · 8 mandatory
₹500
GE (AF) Bareilly
₹40,000
Yes
27 Dec 2025
17 Jul 2025
25 Aug 2025
17 Jul 2025
22 Aug 2025
1 Aug 2025
Amount
Excavating over area using hydraulic excavator of adequate capacity depth not exc. 1.5 mtr deep and getting out in any type of soil all as specified.
Excavating over area using hydraulic excavator of adequate capacity depth exc 1.50 mtr and not exc 3.00 mtr and getting out in any type of soil all as specified.
Removing excavated materials to a distance of 1.50 KM and not exc 5.00 KM depositing where directed by Engineer-iin-Charge.
M&L for filling craters with broken stone boulders or quarried stone (boulders of size 150 mm to 300 mm broken graded stone aggregate), interstices filled, surface formed and rolled with 8 to 12 tonne capacity power roller all as specified and as directed.
M&L for construction of granular sub-base by providing close graded Material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
M&L for 30 mm thick layer of river sand over granular sub base (GSB) including watering & compacting all as specified and as directed.
M&L for laying 400 micron thick transparent high density polyethylene (HDPE) film sheet, grade I conforming to IS-10889 with side lap of 160mm and end lap of 300mm complete all as directed. [Note: Net area excluding the overlaps shall be measured and paid]
M&L for 300 mm compacted thickness (in two layers of 150mm thick each) rapid setting pavement using 20mm to 63mm size graded stone aggregate, spreading, watering, rolling & compacting with 8 to 12 ton power roller including injecting the mixed rapid grout cement in to the prepared base using IMDM machine and other T&P, compacting the pavement using needle vibrators and flat vibrator complete with necessary T&P all as directed b y the Engineer-in-Charge. Notes: 1. IMDM machine & rapid setting grout cement will be provided by the Dept./ AF authority free for fixing / using. 2. The rate quoted shall be deemed to include for shifting of IMDM machine from MES/ AF yard to site and back and handling & transportation of Rapid grout cement in 1200 Kg polythene bags from MES store to place of work. Notes common for all items of BoQ: (a) The contractor is required to procure complete quantities of stone boulders, aggregates & polythene film and stack them where directed within 10 days from the date of commencement of the work, failing which penalty at Rs. 10,000/- per day beyond the prescribed period shall be levied. (b). The item is catered for extreme emergencies of AFS and accordingly the contractor shall commence the work by arranging all T&P and labour within 24 hours of notice by Engineer-in-Charge, failing which Rs. 30,000/- per day beyond the prescribed period shall be levied.
m/s udit constructions (BID ID -3402281)
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