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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC AT SRIKONA PS CHANDIPUR DIST BALASORE ODISHA 756 025 | CHANDIPUR | BALASORE | ODISHA | 756025 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹43.4 L+₹3.5 L (8.82%)Rejected-Finance SRIKONA POTAPOLA CHHAKA CHANDIPUR ROAD BALASORE ODISHA 756025 | BALASORE | BALESHWAR | ODISHA | 756025 | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹44.2 L+₹4.3 L (10.9%)Rejected-Finance GUDUPAHI CHANDIPUR BALASORE ODISHA 756025 | CHANDIPUR | BALASORE | ODISHA | 756025 | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹44.3 L+₹4.4 L (11.0%)Rejected-Finance | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹45.9 L+₹6.0 L (14.9%)Rejected-Finance PASCHIM BHAGABANPORE DARUA CONTAI PURBA MEDINIPUR 721401 | PURBA MEDINIPUR | PURBA MEDINIPUR | WEST BENGAL | 721401 | L5 | Rejected-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | MS SUBHAM ENGINEERING AND CO L7 | RANA ENTERPRISES L5 | T M CONSTRUCTION L4 | M/s Manas Ranjan Bera L1 | M/s MANIK SETHI L3 | bholanath bera L2 | DS ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking graveled, macadam or bituminous macadam surface in area n. exc. 400 Sqm and depth n. exc. 100 mm removing material and stacking complete all as specified and directed. | 30 | 10 Sqm | 605 ₹18,150 | 620 ₹18,600 | 485 ₹14,550 | 400 ₹12,000 Lowest | 556 ₹16,680 | 580 ₹17,400 | 500 ₹15,000 |
| 2.00 | M&L and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with mechanical paver and rolling with vibratory roller of capacity 8 to 10 tonne static weight and consolidating to required gradient and camber complete all as specified and directed. | 30 | 10 Sqm | 3,350 ₹1,00,500 | 3,400 ₹1,02,000 | 3,220 ₹96,600 | 2,700 ₹81,000 Lowest | 3,124 ₹93,720 | 3,200 ₹96,000 | 3,000 ₹90,000 |
| 3.00 | Preparing unsurfaced WBM/WMM by brushing with wire brushes for removing caked, mud etc., sweeping with brooms and finally fanning the cleaned surface with air compressore/mechanical means to remove all loose dirt etc. and applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 10kg/10sqm on WBM/WMM surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. | 30 | 10 Sqm | 920 ₹27,600 | 820 ₹24,600 Lowest | 962 ₹28,860 | 850 ₹25,500 | 1,122 ₹33,660 | 920 ₹27,600 | 1,100 ₹33,000 |
| 4.00 | M&L for bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness laid in single layer with binder content using paving bitumen VG-30 as per job mix formula subject to minimum 5.50% by weight of total mix and coarse aggregate of grading-1 including filler laid by mechanical paver, rolled and compacted to required camber and gradient with vibratory power roller of 8 to 12 tonne capacity complete all as specified and directed.
Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. | 130 | 10 Sqm | 4,200 ₹5,46,000 | 4,100 ₹5,33,000 | 3,965 ₹5,15,450 | 5,200 ₹6,76,000 | 4,100 ₹5,33,000 | 3,950 ₹5,13,500 Lowest | 4,000 ₹5,20,000 |
| 5.00 | Preparing black top surfaces by brushing with wire brushes for removing caked, mud etc., sweeping with brooms and finally fanning the cleaned surface with air compressore/mechanical means to remove all loose dirt etc. and applying evenly a tack coat of Cationic 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 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. | 600 | 10 Sqm | 750 ₹4,50,000 | 610 ₹3,66,000 Lowest | 675 ₹4,05,000 | 700 ₹4,20,000 | 667 ₹4,00,200 | 656 ₹3,93,600 | 700 ₹4,20,000 |
| 6.00 | M&L for providing and laying of bituminous macadam using crushed stone aggregate of granite/trap/basalt of specified grading, premixed in hot mix plant with bituminous binder content (VG-30) @ minimum 4% by weight of total mix, carrying mix material to work site, spreading in uniform layers with mechanical paver to the required gradient, level, alignment and camber and rolled with vibratory power roller of 8 to 12 tonne capacity to achieve the desired compaction complete all as specified and directed.
Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. | 20 | Cum | 11,980 ₹2,39,600 | 12,100 ₹2,42,000 | 12,800 ₹2,56,000 | 11,600 ₹2,32,000 | 12,122 ₹2,42,440 | 11,500 ₹2,30,000 Lowest | 16,000 ₹3,20,000 |
| 7.00 | M&L for applying evenly a tack coat of Cationic 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 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. | 40 | 10 Sqm | 320 ₹12,800 | 400 ₹16,000 | 352 ₹14,080 | 400 ₹16,000 | 345 ₹13,800 | 350 ₹14,000 | 300 ₹12,000 Lowest |
| 8.00 | M&L for bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness laid in single layer with binder content using paving bitumen VG-30 as per job mix formula subject to minimum 5.50% by weight of total mix and coarse aggregate of grading-1 including filler laid by mechanical paver, rolled and compacted to required camber and gradient with vibratory power roller of 8 to 12 tonne capacity complete all as specified and directed.
Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. | 500 | 10 Sqm | 5,300 ₹26,50,000 | 5,100 ₹25,50,000 | 5,000 ₹25,00,000 | 3,900 ₹19,50,000 Lowest | 4,900 ₹24,50,000 | 4,952 ₹24,76,000 | 5,000 ₹25,00,000 |
| 9.00 | Repairs to pot holes any depth, n. exc. 1 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm depth, making good by applying tack coat @ 5 Kg/10 Sqm, putting in premixed bituminous mecadam, well rammed and sealed with binder (paving bitumen VG-30) @ 9.8 Kg/10 Sqm blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed mecadam, binder and chipping), depth of pot holes exceeding 30 mm complete all as specified and directed. | 1 | 10 Sqm | 2,800 ₹2,800 | 2,500 ₹2,500 Lowest | 2,710 ₹2,710 | 2,700 ₹2,700 | 3,000 ₹3,000 | 2,700 ₹2,700 | 2,800 ₹2,800 |
| 10.00 | M&L for preparing road surfaces and marking 2.50 mm thick centre lines, stop lines, dashes, arrows etc. and the like on roads pavements with hot applied thermo plastic road marking paint of approved colour with reflectorising glass beads extremely high skid resistance @ 250 gm/sqm confirming to BS 3262-1989 by using special applicator machine all as per manufacturers instruction, the finished surface to be uniformly levelled and free from streaks & holes complete all as specified and directed. | 220 | Sqm | 695 ₹1,52,900 | 650 ₹1,43,000 | 672 ₹1,47,840 | 550 ₹1,21,000 Lowest | 689 ₹1,51,580 | 550 ₹1,21,000 Lowest | 700 ₹1,54,000 |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
3 Apr 2026, 6:00 pmClosed
Garrison Engineer
GE (I) R and D Chandipur, Post-Chandipur, PIN-756025
REPAIR RESURFACING OF ROADS AT CERTAIN PLACES INSIDE LAUNCH COMPLEXES, SITE A B C KUMARPUR AND BHIMPUR OF ITR CHANDIPUR UNDER AGE BR II CHANDIPUR
2026_MES_756219_1
8246/A/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Chandipur
As per Tender Documents
9 documents required · 9 mandatory
₹500
GE (I) R and D Chandipur
₹80,000
Yes
10 Jun 2026
13 Mar 2026
10 Apr 2026
13 Mar 2026
3 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking graveled, macadam or bituminous macadam surface in area n. exc. 400 Sqm and depth n. exc. 100 mm removing material and stacking complete all as specified and directed. | 30 | 10 Sqm | - | - |
| 2 | M&L and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with mechanical paver and rolling with vibratory roller of capacity 8 to 10 tonne static weight and consolidating to required gradient and camber complete all as specified and directed. | 30 | 10 Sqm | - | - |
| 3 | Preparing unsurfaced WBM/WMM by brushing with wire brushes for removing caked, mud etc., sweeping with brooms and finally fanning the cleaned surface with air compressore/mechanical means to remove all loose dirt etc. and applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 10kg/10sqm on WBM/WMM surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. | 30 | 10 Sqm | - | - |
| 4 | M&L for bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness laid in single layer with binder content using paving bitumen VG-30 as per job mix formula subject to minimum 5.50% by weight of total mix and coarse aggregate of grading-1 including filler laid by mechanical paver, rolled and compacted to required camber and gradient with vibratory power roller of 8 to 12 tonne capacity complete all as specified and directed.
Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. | 130 | 10 Sqm | - | - |
| 5 | Preparing black top surfaces by brushing with wire brushes for removing caked, mud etc., sweeping with brooms and finally fanning the cleaned surface with air compressore/mechanical means to remove all loose dirt etc. and applying evenly a tack coat of Cationic 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 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. | 600 | 10 Sqm | - | - |
| 6 | M&L for providing and laying of bituminous macadam using crushed stone aggregate of granite/trap/basalt of specified grading, premixed in hot mix plant with bituminous binder content (VG-30) @ minimum 4% by weight of total mix, carrying mix material to work site, spreading in uniform layers with mechanical paver to the required gradient, level, alignment and camber and rolled with vibratory power roller of 8 to 12 tonne capacity to achieve the desired compaction complete all as specified and directed.
Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. | 20 | Cum | - | - |
| 7 | M&L for applying evenly a tack coat of Cationic 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 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. | 40 | 10 Sqm | - | - |
| 8 | M&L for bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness laid in single layer with binder content using paving bitumen VG-30 as per job mix formula subject to minimum 5.50% by weight of total mix and coarse aggregate of grading-1 including filler laid by mechanical paver, rolled and compacted to required camber and gradient with vibratory power roller of 8 to 12 tonne capacity complete all as specified and directed.
Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. | 500 | 10 Sqm | - | - |
| 9 | Repairs to pot holes any depth, n. exc. 1 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm depth, making good by applying tack coat @ 5 Kg/10 Sqm, putting in premixed bituminous mecadam, well rammed and sealed with binder (paving bitumen VG-30) @ 9.8 Kg/10 Sqm blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed mecadam, binder and chipping), depth of pot holes exceeding 30 mm complete all as specified and directed. | 1 | 10 Sqm | - | - |
| 10 | M&L for preparing road surfaces and marking 2.50 mm thick centre lines, stop lines, dashes, arrows etc. and the like on roads pavements with hot applied thermo plastic road marking paint of approved colour with reflectorising glass beads extremely high skid resistance @ 250 gm/sqm confirming to BS 3262-1989 by using special applicator machine all as per manufacturers instruction, the finished surface to be uniformly levelled and free from streaks & holes complete all as specified and directed. | 220 | Sqm | - | - |
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