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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.2 LAccepted-AOC A T ROAD CHABUA DIBRUGARH ASSAM 786184 | DIBRUGARH | DIBRUGARH | ASSAM | 786184 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹42.3 L+₹2.0 L (5.04%)Rejected-Finance AT ROAD CHABUA PO CHABUA DIST DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹42.8 L+₹2.6 L (6.47%)Rejected-Finance | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹46.0 L+₹5.7 L (14.2%)Rejected-Finance A T ROAD CHABUA DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹48.2 L+₹8.0 L (19.8%)Rejected-Finance PO CHABUA DISTT DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L5 | Rejected-Finance Rejected being L5 |
| Sl No | Description | Qty | Unit | M/S DURGA CONSTRUCTION & CO L7 | pintoo construction L6 | M/s KL Agarwalla & Co L5 | M/s Sashi Enterprise L9 | M/S Dee Dee Singhania & Sons L3 | M/S P R SINGH AND SONS L10 | kabitaconstruction L4 | M/s Pramillabh Construction L8 | BRINDAVAN ENTERPRISE L1 | M/s Krishna Construction L11 | M/S MAHATO ENTERPRISE L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft / loose soil complete all as specified & as directed by Engineer-in-Charge. | 50 | Each | 165 ₹8,250 | 152 ₹7,600 | 149 ₹7,450 | 149 ₹7,450 | 300 ₹15,000 | 155 ₹7,750 | 280 ₹14,000 | 154 ₹7,700 | 125 ₹6,250 Lowest | 180 ₹9,000 | 130 ₹6,500 |
| 2.00 | M&L for cement concrete type C-2 1:3:6 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified & as directed by Engineer-in-Charge | 25 | Cum | 6,400 ₹1,60,000 | 6,500 ₹1,62,500 | 6,489 ₹1,62,225 | 6,489 ₹1,62,225 | 6,000 ₹1,50,000 | 6,500 ₹1,62,500 | 6,500 ₹1,62,500 | 6,482 ₹1,62,050 | 5,200 ₹1,30,000 Lowest | 7,000 ₹1,75,000 | 5,400 ₹1,35,000 |
| 3.00 | S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws or 'J' / 'L' hooks complete all as specified and directed. | 413 | Sqm | 1,180 ₹4,87,340 | 1,202 ₹4,96,426 | 1,211 ₹5,00,143 | 1,200 ₹4,95,600 | 1,000 ₹4,13,000 Lowest | 1,198 ₹4,94,774 | 1,050 ₹4,33,650 | 1,217 ₹5,02,621 | 1,050 ₹4,33,650 | 1,180 ₹4,87,340 | 1,090 ₹4,50,170 |
| 4.00 | All as per item No. 01 here-in-before but plain sheet as in ridges, eves gutters, facia board inclusive of forming half round channel etc complete all as specified and directed. | 47 | Sqm | 1,150 ₹54,050 | 1,162 ₹54,614 | 1,154 ₹54,238 | 1,177 ₹55,319 | 1,100 ₹51,700 | 1,171 ₹55,037 | 120 ₹5,640 Lowest | 1,165 ₹54,755 | 1,010 ₹47,470 | 1,160 ₹54,520 | 1,080 ₹50,760 |
| 5.00 | M&L for MS structural steel work, framed as in trusses, purlins, rafter, post etc. conforming to grade E-250 (Fe-410W, quality A) including shaped washers including necessary cutting required length, notching drilling, riveting and or welding or connecting with nut bolts with angle cleats, fish plat, gusset plate and also erecting in true position complete as directed. Note:- Detail of Truss / other members shall be strictly as per CE (AF) Shillong Sone TD No AF/STD/STRU/211 SH 1/1 | 10,280 | Kgs | 172 ₹17,68,160 | 169 ₹17,37,320 | 168 ₹17,27,040 | 175 ₹17,99,000 | 150 ₹15,42,000 | 176 ₹18,09,280 | 160 ₹16,44,800 | 175 ₹17,99,000 | 140 ₹14,39,200 Lowest | 165 ₹16,96,200 | 140 ₹14,39,200 Lowest |
| 6.00 | S&F gusset plates, angle, cleats etc incl necessary welding drilling for fixing confirming to Gde E-250, Fe-410, Quality-A complete all as specified and directed. | 137 | Kgs | 175 ₹23,975 | 166 ₹22,742 | 165 ₹22,605 | 172 ₹23,564 | 150 ₹20,550 | 172 ₹23,564 | 160 ₹21,920 | 171 ₹23,427 | 145 ₹19,865 Lowest | 170 ₹23,290 | 155 ₹21,235 |
| 7.00 | M&L for preparation of new or previously untreated surfaces of steel of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. | 160 | Sqm | 132 ₹21,120 | 125 ₹20,000 | 123 ₹19,680 | 132 ₹21,120 | 100 ₹16,000 | 135 ₹21,600 | 120 ₹19,200 | 139 ₹22,240 | 80 ₹12,800 Lowest | 135 ₹21,600 | 100 ₹16,000 |
| 8.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soil complete all as specified & as directed by Engineer-in-Charge | 914 | Sqm | 55 ₹50,270 | 59 ₹53,926 | 60 ₹54,840 | 61 ₹55,754 | 70 ₹63,980 | 63 ₹57,582 | 65 ₹59,410 | 64 ₹58,496 | 35 ₹31,990 Lowest | 65 ₹59,410 | 40 ₹36,560 |
| 9.00 | Removing excavated soil exc. 250 m but n exc. 500 m and depositing where directed by Engineer-in-Charge | 155 | Cum | 210 ₹32,550 | 152 ₹23,560 | 150 ₹23,250 Lowest | 155 ₹24,025 | 500 ₹77,500 | 153 ₹23,715 | 180 ₹27,900 | 151 ₹23,405 | 170 ₹26,350 | 180 ₹27,900 | 180 ₹27,900 |
| 10.00 | M&L for broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified & as directed by Engineer-in-Charge | 91 | Cum | 3,800 ₹3,45,800 | 3,750 ₹3,41,250 | 3,722 ₹3,38,702 | 3,803 ₹3,46,073 | 3,000 ₹2,73,000 Lowest | 3,822 ₹3,47,802 | 4,000 ₹3,64,000 | 3,858 ₹3,51,078 | 3,000 ₹2,73,000 Lowest | 3,800 ₹3,45,800 | 3,500 ₹3,18,500 |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
23 Aug 2025, 6:00 pmClosed
GE (AF) CHABUA
GE (AF) CHABUA, POST-CHABUA AIR FIELD, DIST-DIBRUGARH, ASSAM-786102
PROVN OF PARKING SHED FOR LIVING IN OFFICERS ACCN AT AIR FORCE STATION CHABUA
2025_MES_722164_1
731
Open Tender
Civil Works
Item Rate
180 days
GE (AF) CHABUA, POST-CHABUA AIR FIELD, DIST-DIBRUG
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (AF) CHABUA
₹88,000
Yes
1 Sept 2025
24 Jul 2025
25 Aug 2025
24 Jul 2025
23 Aug 2025
15 Aug 2025
24 Jul 2025 - 5 Aug 2025
Amount
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft / loose soil complete all as specified & as directed by Engineer-in-Charge.
M&L for cement concrete type C-2 1:3:6 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified & as directed by Engineer-in-Charge
S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws or 'J' / 'L' hooks complete all as specified and directed.
All as per item No. 01 here-in-before but plain sheet as in ridges, eves gutters, facia board inclusive of forming half round channel etc complete all as specified and directed.
M&L for MS structural steel work, framed as in trusses, purlins, rafter, post etc. conforming to grade E-250 (Fe-410W, quality A) including shaped washers including necessary cutting required length, notching drilling, riveting and or welding or connecting with nut bolts with angle cleats, fish plat, gusset plate and also erecting in true position complete as directed. Note:- Detail of Truss / other members shall be strictly as per CE (AF) Shillong Sone TD No AF/STD/STRU/211 SH 1/1
S&F gusset plates, angle, cleats etc incl necessary welding drilling for fixing confirming to Gde E-250, Fe-410, Quality-A complete all as specified and directed.
M&L for preparation of new or previously untreated surfaces of steel of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soil complete all as specified & as directed by Engineer-in-Charge
Removing excavated soil exc. 250 m but n exc. 500 m and depositing where directed by Engineer-in-Charge
M&L for broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified & as directed by Engineer-in-Charge
M&L for 75mm thick cement concrete type C- 2, 1:3:6 (40mm graded stone aggregate) as in sub base complete all as specified & as directed by Engineer-in-Charge
M&L for 60mm thick rubber moulded coloured machine pressed precast concrete interlocking paver block with grey cement and pigments any shape and size confirming to IS 15658-2006, M-35 Grade over and including 25 mm thick sand cushion in patteerns with different colour paver block /tiles as in path, complete all as spd and directed
M&L for PCC 1:2:4 type B -0 (using 12.5mm graded stone aggregate) as in coping and kerbs etc including necessary form work etc complete all as specified and directed
M/S MAHATO ENTERPRISE (BID ID -3402288)
M/S Dee Dee Singhania & Sons (BID ID -3403391)
kabitaconstruction (BID ID -3403426)
M/s KL Agarwalla & Co (BID ID -3402096)
pintoo construction (BID ID -3402071)
M/S DURGA CONSTRUCTION & CO (BID ID -3401401)
M/s Pramillabh Construction (BID ID -3403481)
M/s Sashi Enterprise (BID ID -3403384)
M/S P R SINGH AND SONS (BID ID -3403424)
M/s Krishna Construction (BID ID -3401079)
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