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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.3 LAccepted-AOC AIRPORT ROAD MOHANBARI PO PS LAHOWAL DIBRUGARH DIST ASSAM 786010 | DIBRUGARH | ASSAM | 786010 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹49.3 L+₹4.0 L (8.76%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹50.0 L+₹4.7 L (10.3%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest | |
| 4 | L4₹50.2 L+₹4.9 L (10.8%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest | |
| 5 | L5₹53.8 L+₹8.5 L (18.8%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | M/S P R SINGH AND SONS L5 | M/s Sashi Enterprise L6 | M/s Pramillabh Construction L7 | KP GHOSH AND CO L3 | M/S N K SAI TRADING L4 | M/S P.K.BUILDERS L1 | D N ENTERPRISE L2 | M/S CHAKRA GOHAIN L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth n.exc 50 mm complete all as specified and directed. | 213.85 | 10 Sqm | 387 ₹82,759.95 | 392 ₹83,829.2 | 399 ₹85,326.15 | 298 ₹63,727.3 | 200 ₹42,770 | 80 ₹17,108 Lowest | 100 ₹21,385 | 405 ₹86,609.25 |
| 2.00 | Preparing of black top surface by wire brushes for removing caked, mud etc sweepiing with brooms and finally fanning the cleaning surfaces with gunny bags to remove all loose dirt etc complete all as specified and directed. | 233.85 | 10 Sqm | 204 ₹47,705.4 | 206 ₹48,173.1 | 210 ₹49,108.5 | 201 ₹47,003.85 Lowest | 400 ₹93,540 | 250 ₹58,462.5 | 300 ₹70,155 | 213 ₹49,810.05 |
| 3.00 | Excavating over areas n.exc 1.5m deep and getting out in soft / loose soil complete all as specified and directed. | 60 | Cum | 1,425 ₹85,500 | 1,445 ₹86,700 | 1,470 ₹88,200 | 1,289 ₹77,340 | 380 ₹22,800 | 350 ₹21,000 Lowest | 400 ₹24,000 | 1,492 ₹89,520 |
| 4.00 | Removing excavated material exc 1.50 Km but n.exc 5 Km and depositing where as directed by Engr-in-Charge. | 60 | Cum | 1,323 ₹79,380 | 1,342 ₹80,520 | 1,365 ₹81,900 | 1,200 ₹72,000 | 400 ₹24,000 | 320 ₹19,200 Lowest | 350 ₹21,000 | 1,386 ₹83,160 |
| 5.00 | Rolling and consideration formation surface with 8 to 12 tonne power roller incl filling in softs hollow and depression etc which occurs during rolling for portion coming on cutting/ original ground only to required level gradient or camber etc incl watering before or during rolling complete all as specified and directed. | 20 | 10 Sqm | 509 ₹10,180 | 516 ₹10,320 | 525 ₹10,500 | 500 ₹10,000 | 30 ₹600 | 25 ₹500 Lowest | 25 ₹500 Lowest | 533 ₹10,660 |
| 6.00 | M&L for granular sub bases 150mm thick with kankar or laterite of gauge 40mm to 80mm deposited spread, levelled in one layer, inter stices filed, surface formed and rolled and consolidate to required gradient and camber well rammed with power roller 6 to 10 tonne capacity complete all as specified and directed. | 20 | 10 Sqm | 255 ₹5,100 | 258 ₹5,160 | 263 ₹5,260 | 250 ₹5,000 Lowest | 2,270 ₹45,400 | 2,250 ₹45,000 | 2,270 ₹45,400 | 267 ₹5,340 |
| 7.00 | M&L for 75mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) granite, trap or basalt, flint or quartizite, spread, rolled and consolidated top to required gradient and camber well rammed with power roller of 8 to 12 tonne capacity complete all as specified and directed. | 20 | 10 Sqm | 15,270 ₹3,05,400 | 15,480 ₹3,09,600 | 15,750 ₹3,15,000 | 13,984 ₹2,79,680 | 4,000 ₹80,000 | 3,200 ₹64,000 Lowest | 4,000 ₹80,000 | 15,990 ₹3,19,800 |
| 8.00 | M&L for Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 conforming to IS: 8887 at a rate of application of 0.7-1.0 Kg/ Sqm on surface of WMM/WBM as specified in Table 500-3 of MaRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. | 20 | 10 Sqm | 611 ₹12,220 | 619 ₹12,380 | 630 ₹12,600 | 600 ₹12,000 Lowest | 1,060 ₹21,200 | 1,050 ₹21,000 | 1,060 ₹21,200 | 640 ₹12,800 |
| 9.00 | M&L for Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 conforming to IS: 8887 at a rate of application of 0.9-1.2 Kg/ Sqm on surface of stabilized soil bases/ crusher run macadam as specified in Table 500-3 of MaRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. | 213.85 | 10 Sqm | 814 ₹1,74,073.9 | 826 ₹1,76,640.1 | 840 ₹1,79,634 | 793 ₹1,69,583.05 Lowest | 1,200 ₹2,56,620 | 1,150 ₹2,45,927.5 | 1,200 ₹2,56,620 | 853 ₹1,82,414.05 |
| 10.00 | M&L for premix bituminous, macadam laid/ rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen binder of grade VG-30 @ 4% by weight of total mix complete all as specified and directed. | 116.93 | Cum | 15,270 ₹17,85,521.1 | 15,480 ₹18,10,076.4 | 15,750 ₹18,41,647.5 | 13,339 ₹15,59,729.27 | 14,300 ₹16,72,099 | 12,900 ₹15,08,397 Lowest | 14,000 ₹16,37,020 | 15,990 ₹18,69,710.7 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
20 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer AF Mohanbari
Garrison Engineer AF Mohanbari Mohanbari Post Dibrugarh Assam 786012
IMPROVEMENT OF RAOD AROUND DOMESTIC AREA AT AF STN MOHANARI
2025_MES_737959_1
8001/737/E8
Open Tender
Civil Works
Item Rate
180 days
Mohanbari
Class D, category a(v)
7 documents required · 7 mandatory
₹500
Garrison Engineer (AF) Mohanbari
₹87,000
Yes
28 Nov 2025
31 Oct 2025
21 Nov 2025
31 Oct 2025
20 Nov 2025
14 Nov 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth n.exc 50 mm complete all as specified and directed.
Preparing of black top surface by wire brushes for removing caked, mud etc sweepiing with brooms and finally fanning the cleaning surfaces with gunny bags to remove all loose dirt etc complete all as specified and directed.
Excavating over areas n.exc 1.5m deep and getting out in soft / loose soil complete all as specified and directed.
Removing excavated material exc 1.50 Km but n.exc 5 Km and depositing where as directed by Engr-in-Charge.
Rolling and consideration formation surface with 8 to 12 tonne power roller incl filling in softs hollow and depression etc which occurs during rolling for portion coming on cutting/ original ground only to required level gradient or camber etc incl watering before or during rolling complete all as specified and directed.
M&L for granular sub bases 150mm thick with kankar or laterite of gauge 40mm to 80mm deposited spread, levelled in one layer, inter stices filed, surface formed and rolled and consolidate to required gradient and camber well rammed with power roller 6 to 10 tonne capacity complete all as specified and directed.
M&L for 75mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) granite, trap or basalt, flint or quartizite, spread, rolled and consolidated top to required gradient and camber well rammed with power roller of 8 to 12 tonne capacity complete all as specified and directed.
M&L for Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 conforming to IS: 8887 at a rate of application of 0.7-1.0 Kg/ Sqm on surface of WMM/WBM as specified in Table 500-3 of MaRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed.
M&L for Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 conforming to IS: 8887 at a rate of application of 0.9-1.2 Kg/ Sqm on surface of stabilized soil bases/ crusher run macadam as specified in Table 500-3 of MaRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed.
M&L for premix bituminous, macadam laid/ rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen binder of grade VG-30 @ 4% by weight of total mix complete all as specified and directed.
M&L for applying evently a tack coat of Bitumen emulsion (RS-1) conforming to IS : 8887 at a rate of application of 0.2-0.3 Kg/Sqm on bituminous surface as specified in Table 500-5 MaRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed.
M&L for bituminous premix asphaltic semi-dense concrete 40mm consolidated thickness (mixed in central computerized hot mix plant) with 5.5% binder content of grade VG-30 by weight of total mix, compacted to required camber and gradient using mechanical self propelled paver and rolled with machanical vibratory power roller 8 to 12 ton capacity complete all as specified and directed. Notes: - (a) Automatic hot mixing plant of adequate capacity shall be used for heating and mixing of aggregate bitument etc for asphaltic semi dense concrete and mix shall be laid with mechanical sensor pavers. (b) Actual binder content shall be as per job mix formula as per SSR. Cost of job mix formula, testing during currency of work and materials consumed for job mix formula and testing is deemed to be included in the unit rates. (c) Job mix formula of semi dense asphaltic concrete shall be got from approved Govt lab and shall be got approved from GE in writing well before commencement of work.
M&L for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
D N ENTERPRISE (BID ID -3476707)
KP GHOSH AND CO (BID ID -3476773)
M/S N K SAI TRADING (BID ID -3477883)
M/S P R SINGH AND SONS (BID ID -3474207)
M/s Sashi Enterprise (BID ID -3474901)
M/s Pramillabh Construction (BID ID -3474980)
M/S CHAKRA GOHAIN (BID ID -3475845)
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