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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC Lowest bid |
| 2 | L2₹2.3 LRejected-Finance NOT AVAILABLE | ₹2.3 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹2.4 LRejected-Finance | ₹2.4 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹2.7 LRejected-Finance VILL KAHIKUCHI PS PO AZARA DIST KAMRUP GUWAHATI ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | ₹2.7 L | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹2.8 LRejected-Finance R G BARUAH ROAD NEAR SHIV MANDIR GUWAHATI AIRPORT GUWAHATI 781015 | KAMRUP METRO | ASSAM | 781015 | ₹2.8 L | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/s Dimpy Enterprises L3 | Ms Sukumar Talukdar and Co. L7 | R. D. ENTERPRISE L4 | M/s A R Traders L2 | M/S RAJA CONSTRUCTION L6 | M/s B.M. Enterprise L1 | M/s Vishnu Enterprises L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and as directed | 15.36 | CUM | 480 ₹7,372.80 | 380 ₹5,836.80 | 140 ₹2,150.40 | 400 ₹6,144 | 450 ₹6,912 | 150 ₹2,304 | 320 ₹4,915.20 |
| 2.00 | Excavating post holes or similar holes, each not exceeding 0.5 CuM, getting out in Soft/ disintegrated soil and returning, filling in and ramming earth in layers not exc. 25cm and making good surface all as specified and directed. | 12 | Each | 260 ₹3,120 | 150 ₹1,800 | 350 ₹4,200 | 250 ₹3,000 | 150 ₹1,800 | 150 ₹1,800 | 300 ₹3,600 |
| 3.00 | M&L for hardcore of gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface all as specified and directed. | 7.5 | Cum | 2,015 ₹15,112.50 | 2,500 ₹18,750 | 5,000 ₹37,500 | 2,500 ₹18,750 | 3,000 ₹22,500 | 1,800 ₹13,500 | 2,000 ₹15,000 |
| 4.00 | M&L for plain cement concrete type C-2 1:3:6 (Nominal mix) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 5.12 | Cum | 6,600 ₹33,792 | 7,980 ₹40,857.60 | 5,000 ₹25,600 | 5,500 ₹28,160 | 7,500 ₹38,400 | 5,000 ₹25,600 | 6,300 ₹32,256 |
| 5.00 | M&L for brickwork with subclass 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortor 1:6 etc. complete all as specified and directed by Engineer in Charge. | 5 | CUM | 8,500 ₹42,500 | 9,999 ₹49,995 | 9,500 ₹47,500 | 9,000 ₹45,000 | 9,000 ₹45,000 | 10,000 ₹50,000 | 5,500 ₹27,500 |
| 6.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and as directed. | 12 | Cum | 130 ₹1,560 | 85 ₹1,020 | 100 ₹1,200 | 120 ₹1,440 | 200 ₹2,400 | 100 ₹1,200 | 110 ₹1,320 |
| 7.00 | M&L for cement concrete 1:2:4 type B-2 (40mm aggregate) in foundations, filling, column foundation and mass concrete. complete all as specified and directed by Engr in charge. | 2.43 | Cum | 7,000 ₹17,010 | 7,500 ₹18,225 | 6,500 ₹15,795 | 7,000 ₹17,010 | 8,500 ₹20,655 | 5,000 ₹12,150 | 6,200 ₹15,066 |
| 8.00 | M&L for Mild steel work in tubular/ rectangular/ sqaure trusses including special shaped washers, base plate etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240, fastening in wall with nut & bolt complete all as specified and directed by Engineer-in-Charge.
Note : The cost of nuts, bolts & washers for jointing to the members of trusses shall be deemed to be included in the quoted unit rate by tenderer. Nothing extra shall be admissible on this account. | 540 | Kg | 130 ₹70,200 | 179 ₹96,660 | 150 ₹81,000 | 140 ₹75,600 | 190 ₹1.0 L | 110 ₹59,400 | 210 ₹1.1 L |
| 9.00 | S&F for Galvalume zinc coated GI based corrugated sheet shall be 0.50mm thick (total coated thickness), 550 Mpa minimum, yield strength. It shall be coated with hot dip alloy of 55% Aluminium 43.5% Zinc 1.5% Silicon and finished with resin coat on both surfaces @ 150 gm/sqm of coating (total both surfaces) having overall width and laid width as specified and shall be fixed using hot dip galvanized, self drilling and self tapping screws neoprene and EPDM washers. all as specified and directed by Engineer-in-Charge | 49 | Sqm | 800 ₹39,200 | 990 ₹48,510 | 900 ₹44,100 | 700 ₹34,300 | 750 ₹36,750 | 850 ₹41,650 | 1,200 ₹58,800 |
| 10.00 | M&L for preparation of new or previously untreated steel and iron surfaces for applying two coats of synthetic
enamel paint any description not other wise described over 10 centimetre width or girth over a coat of red oxide primer, complete all as specified and directed . | 25 | Sqm | 90 ₹2,250 | 160 ₹4,000 | 120 ₹3,000 | 80 ₹2,000 | 160 ₹4,000 | 120 ₹3,000 | 150 ₹3,750 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹6,280
Closing Date
30 Apr 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 shed and hard standing at 3 AFSR under GE (AF) Borjhar.
2026_MES_758973_1
8545/BOR/E8
Open Tender
Civil Works
90 days
GE (AF) BORJHAR
MES Contractor enlisted as Class E category a(i) and 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
₹300
GE (AF) Borjhar
₹6,280
Yes
23 May 2026
2 Apr 2026
2 May 2026
2 Apr 2026
30 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and as directed | - | CUM | - | - | |
Excavating post holes or similar holes, each not exceeding 0.5 CuM, getting out in Soft/ disintegrated soil and returning, filling in and ramming earth in layers not exc. 25cm and making good surface all as specified and directed. | - | Each | - | - | |
M&L for hardcore of gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface all as specified and directed. | - | Cum | - | - | |
M&L for plain cement concrete type C-2 1:3:6 (Nominal mix) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | - | Cum | - | - | |
M&L for brickwork with subclass 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortor 1:6 etc. complete all as specified and directed by Engineer in Charge. | - | CUM | - | - | |
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and as directed. | - | Cum | - | - | |
M&L for cement concrete 1:2:4 type B-2 (40mm aggregate) in foundations, filling, column foundation and mass concrete. complete all as specified and directed by Engr in charge. | - | Cum | - | - | |
M&L for Mild steel work in tubular/ rectangular/ sqaure trusses including special shaped washers, base plate etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240, fastening in wall with nut & bolt complete all as specified and directed by Engineer-in-Charge.
Note : The cost of nuts, bolts & washers for jointing to the members of trusses shall be deemed to be included in the quoted unit rate by tenderer. Nothing extra shall be admissible on this account. | - | Kg | - | - | |
S&F for Galvalume zinc coated GI based corrugated sheet shall be 0.50mm thick (total coated thickness), 550 Mpa minimum, yield strength. It shall be coated with hot dip alloy of 55% Aluminium 43.5% Zinc 1.5% Silicon and finished with resin coat on both surfaces @ 150 gm/sqm of coating (total both surfaces) having overall width and laid width as specified and shall be fixed using hot dip galvanized, self drilling and self tapping screws neoprene and EPDM washers. all as specified and directed by Engineer-in-Charge | - | Sqm | - | - | |
M&L for preparation of new or previously untreated steel and iron surfaces for applying two coats of synthetic
enamel paint any description not other wise described over 10 centimetre width or girth over a coat of red oxide primer, complete all as specified and directed . | - | Sqm | - | - |
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