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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAdmitted-Finance | ₹28.4 L | L1 | Admitted-Finance |
| 2 | L2₹31.6 LAdmitted-Finance | ₹31.6 L | L2 | Admitted-Finance |
| 3 | L3₹33.5 LAdmitted-Finance MIRZAPUR PO PS AZARA KAMRUP M ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | ₹33.5 L | L3 | Admitted-Finance |
| 4 | L4₹33.7 LAdmitted-Finance | ₹33.7 L | L4 | Admitted-Finance |
| 5 | L5₹33.9 LAdmitted-Finance NOT AVAILABLE | ₹33.9 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anupam Das L9 | Ms Jahnabi Construction L7 | B S ENTERPRISE L8 | M/s B.M. Enterprise L1 | M/s Medhi Enterprise L2 | M/s A R Traders L5 | M/s Nice Traders L4 | M/s Rawat Enterprises L6 | M/s Kajal Das L3 | Shekhar Trading Co. L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) upto 1.5m deep including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 100 | Cum | 350 ₹35,000 | 285 ₹28,500 | 500 ₹50,000 | 350 ₹35,000 | 300 ₹30,000 | 350 ₹35,000 | 699 ₹69,900 | 290 ₹29,000 | 300 ₹30,000 | 500 ₹50,000 |
| 2.00 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as specified. | 9.35 | Cum | 7,500 ₹70,125 | 6,900 ₹64,515 | 6,000 ₹56,100 | 5,000 ₹46,750 | 5,500 ₹51,425 | 4,800 ₹44,880 | 5,999 ₹56,090.65 | 6,990 ₹65,356.50 | 4,800 ₹44,880 | 7,990 ₹74,706.50 |
| 3.00 | M&L RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in foundation, footing & plinth beam etc complete all as specified and directed. | 26 | Cum | 10,000 ₹2.6 L | 8,400 ₹2.2 L | 11,000 ₹2.9 L | 10,000 ₹2.6 L | 9,000 ₹2.3 L | 7,500 ₹1.9 L | 9,999 ₹2.6 L | 11,000 ₹2.9 L | 11,000 ₹2.9 L | 8,590 ₹2.2 L |
| 4.00 | M & L RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in column complete all as specified and directed. | 3 | Cum | 11,000 ₹33,000 | 8,400 ₹25,200 | 11,000 ₹33,000 | 10,000 ₹30,000 | 9,000 ₹27,000 | 7,500 ₹22,500 | 9,999 ₹29,997 | 11,000 ₹33,000 | 11,000 ₹33,000 | 8,590.25 ₹25,770.75 |
| 5.00 | 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 for rough finished surface all as specified & directed by Engineer in Charge. | 80 | Sqm | 450 ₹36,000 | 185 ₹14,800 | 400 ₹32,000 | 250 ₹20,000 | 400 ₹32,000 | 7,500 ₹6 L | 460 ₹36,800 | 300 ₹24,000 | 350 ₹28,000 | 450 ₹36,000 |
| 6.00 | M&L for rough finished Formwork to sides of pillars, posts, struts, columns and stanchions circular on plan | 40 | Sqm | 600 ₹24,000 | 185 ₹7,400 | 400 ₹16,000 | 500 ₹20,000 | 400 ₹16,000 | 220 ₹8,800 | 460 ₹18,400 | 300 ₹12,000 | 350 ₹14,000 | 404 ₹16,160 |
| 7.00 | M&L for TMT steel bars 10mm dia and over to length bent to shape required, incl cranking bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as directed by Engineer in Charge. | 1,000 | Kg | 150 ₹1.5 L | 120 ₹1.2 L | 105 ₹1.1 L | 110 ₹1.1 L | 91 ₹91,000 | 105 ₹1.1 L | 94 ₹94,000 | 100 ₹1 L | 90 ₹90,000 | 130 ₹1.3 L |
| 8.00 | All as per Serial Item No 7.00 here in above but 5mm dia & over upto and incl 10mm dia in stirrups, spacers and binders. | 200 | Kg | 155 ₹31,000 | 120 ₹24,000 | 105 ₹21,000 | 110 ₹22,000 | 92 ₹18,400 | 105 ₹21,000 | 112 ₹22,400 | 95 ₹19,000 | 90 ₹18,000 | 110 ₹22,000 |
| 9.00 | M&L for returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified. | 65 | Cum | 250 ₹16,250 | 85 ₹5,525 | 300 ₹19,500 | 120 ₹7,800 | 120 ₹7,800 | 120 ₹7,800 | 85 ₹5,525 | 65 ₹4,225 | 150 ₹9,750 | 550 ₹35,750 |
| 10.00 | S&F Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections similar work conforming to Fe-410-W(Gde- E-250) quality- B, with riveted, bolted or welded atachment complete all as specified. | 7,500 | KG | 155 ₹11.6 L | 160 ₹12 L | 175 ₹13.1 L | 110 ₹8.3 L | 130 ₹9.8 L | 118 ₹8.8 L | 135 ₹10.1 L | 140 ₹10.5 L | 140 ₹10.5 L | 190 ₹14.3 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹87,360
Closing Date
22 May 2026, 6:00 pmClosed
GE (AF) BORJHAR
Garrison Engineer (AF) Borjhar, Military Engineer Services, Guwahati Airport- PO, Borjhar Airport, Guwahati-15, Assam, Pin- 781015, Tele 0361 - 2840127
Provn of covered space for TOW-BARS at 14 BRD under GE (AF) Borjhar.
2026_MES_761956_1
8555/BOR/E8
Open Tender
Civil Works
270 days
GE (AF) BORJHAR
MES Contractor enlisted as Class D category a(i) having deposited Standing Security of Rs 1,00,000.00 with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category.
7 documents required · 7 mandatory
₹500
GE (AF) Borjhar
₹87,360
Yes
27 May 2026
24 Apr 2026
25 May 2026
24 Apr 2026
22 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) upto 1.5m deep including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | - | Cum | - | - | |
M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as specified. | - | Cum | - | - | |
M&L RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in foundation, footing & plinth beam etc complete all as specified and directed. | - | Cum | - | - | |
M & L RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in column complete all as specified and directed. | - | Cum | - | - | |
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 for rough finished surface all as specified & directed by Engineer in Charge. | - | Sqm | - | - | |
M&L for rough finished Formwork to sides of pillars, posts, struts, columns and stanchions circular on plan | - | Sqm | - | - | |
M&L for TMT steel bars 10mm dia and over to length bent to shape required, incl cranking bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as directed by Engineer in Charge. | - | Kg | - | - | |
All as per Serial Item No 7.00 here in above but 5mm dia & over upto and incl 10mm dia in stirrups, spacers and binders. | - | Kg | - | - | |
M&L for returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified. | - | Cum | - | - | |
S&F Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections similar work conforming to Fe-410-W(Gde- E-250) quality- B, with riveted, bolted or welded atachment complete all as specified. | - | KG | - | - |
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