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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC 10 SHANTI VIHAR RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263153 | UDAM SINGH NAGAR | UTTARAKHAND | 263153 | ₹1.1 Cr Quoted ₹1.2 Cr | L1 | Accepted-AOC Accepted being lowest quoted tenderer |
| 2 | L2₹1.3 Cr+₹12.1 L (10.5%)Rejected-AOC AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA PIN 759103 | ANUGUL | ODISHA | 759103 | ₹1.3 Cr+₹12.1 L (10.5%) | L2 | Rejected-AOC Rejected being other than lowest quoted tenderer |
| 3 | L3₹1.3 Cr+₹14.2 L (12.3%)Rejected-AOC 86 MAHEWA EAST NAINI PRAYAGRAJ U P | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹1.3 Cr+₹14.2 L (12.3%) | L3 | Rejected-AOC Rejected being other than lowest quoted tenderer |
| Sl No | Description | Qty | Unit | M/S A P CONSTRUCTION L2 | M/S Amar Enterprises L1 | MOHAMMAD RIZWAN CONTRACTOR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50 mm and not exc 100 mm deep complete all as specified and as directed. | 350 | X Sqm | 55 ₹19,250 | 25 ₹8,750 Lowest | 100 ₹35,000 |
| 2.00 | Removing excavated/ scarifying or picking material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 262.5 | Cum | 100 ₹26,250 Lowest | 150 ₹39,375 | 120 ₹31,500 |
| 3.00 | M&L for Laying and compacting 75 mm thick (compacted thickness) WMM laid in one layers of grading as pe table 400-13 of Marth specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradien and camber complete all as specified and directed
Note:- The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 350 | X Sqm | 2,300 ₹8,05,000 | 1,080 ₹3,78,000 Lowest | 2,800 ₹9,80,000 |
| 4.00 | Preparing un-surfaced WBM/ WMM surfaces by brushing with wire brushes for removing caked mud, loose materials etc., sweeping with mechanical blower or brooms to remove all loose dirt, materials etc., complete all as specified and as directed. | 350 | X sqm | 100 ₹35,000 | 40 ₹14,000 Lowest | 100 ₹35,000 |
| 5.00 | M&L for applying evenly a tack coat bitumenous primer of grade (VG-10) @ 10 Kg per ten square metre using paving bitumen over WBM/WMM surfaces complete all as specified and as directed. | 350 | X sqm | 250 ₹87,500 | 325 ₹1,13,750 | 100 ₹35,000 Lowest |
| 6.00 | Preparing of existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 1,350 | X sqm | 60 ₹81,000 | 40 ₹54,000 Lowest | 100 ₹1,35,000 |
| 7.00 | M&L for applying evenly a tack coat bitumenous primer of grade (VG-10) @ 5 Kg per ten square metre using paving bitumen over black bituminous surfaces complete all as specified and as directed. | 1,350 | X sqm | 158 ₹2,13,300 | 295 ₹3,98,250 | 100 ₹1,35,000 Lowest |
| 8.00 | M&L for bituminous macadam using crushed stone aggregate of specified grading premixed with bituminous binder VG-30 grade @ minimum 4% by weight ,spreading and laying with hydrostatic mechanical paver to required camber/gradient rolled and compacted to smooth uniform surface with 8 to 10 tonne tendom vibratory road roller to achive desired compaction(consolidated thickness 75 mm thick or less ) complete all as specified and directed.
Note:- (i) Bituminous Macadam work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. If it is less than 4% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowe
(iii) Bituminous Macadam shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed. | 276.25 | Cum | 8,800 ₹24,31,000 | 7,400 ₹20,44,250 Lowest | 9,000 ₹24,86,250 |
| 9.00 | Repairs to pot holes any depth not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc., cutting around edges to atleast 25mm in depth, making good by applying tack coat of paving bitumen of Grade VG-30 at 5 kg per 10 sq m, putting in premix as specified for SDAC well rammed (including supply of SDAC) depth of potholes not exceeding 30mm complete all as specified and as directed. | 1.6 | X sqm | 2,000 ₹3,200 | 500 ₹800 Lowest | 1,000 ₹1,600 |
| 10.00 | M&L for Bituminous premix semi-dense asphaltic concrete (SDAC), 40mm consolidated thickness with 5.5% minimum binder content by weight of total mix, (paving bitumen VG-30) and filler of 2% cement, rolled and compacted to required camber and gradient complete using mechanical paver and rolled to a uniform, smooth surface using Tandem vibratory road roller complete all as specified and as directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. If it is less than 5.5% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowed.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed.
(iv) Cement shall be used as filler at a minimum of 2% by weight of total mix. In the event of variation in the mix design in the percentage of filler content on plus side, nothing extra shall be paid. | 350 | X sqm | 3,300 ₹11,55,000 Lowest | 3,500 ₹12,25,000 | 3,800 ₹13,30,000 |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
23 Jun 2026, 6:00 pmClosed
HQ CWE PRAYAGRAJ
HQ CWE NEW CANTT PRAYAGRAJ
SPECIAL REPAIR OF CERTAIN INTERNAL ROADS AT DEPOT AREA AND ESTATE AREA OF ABW MIL STATION CHHEOKI UNDER GE (WEST) PRAYAGRAJ.
2026_MES_767941_1
83000/W/E8
Open Tender
Civil Works
Item Rate
180 days
Prayagraj
Class B and Category a(v)
6 documents required · 6 mandatory
₹1,000
GE (West) Prayagraj
₹2.2 L
Yes
1 Aug 2026
26 May 2026
30 Jun 2026
26 May 2026
23 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50 mm and not exc 100 mm deep complete all as specified and as directed. | 350 | X Sqm | 1.25 | ₹437.5 |
| 2 | Removing excavated/ scarifying or picking material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 262.5 | Cum | 2.25 | ₹590.63 |
| 3 | M&L for Laying and compacting 75 mm thick (compacted thickness) WMM laid in one layers of grading as pe table 400-13 of Marth specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradien and camber complete all as specified and directed
Note:- The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 350 | X Sqm | 3.25 | ₹1,137.5 |
| 4 | Preparing un-surfaced WBM/ WMM surfaces by brushing with wire brushes for removing caked mud, loose materials etc., sweeping with mechanical blower or brooms to remove all loose dirt, materials etc., complete all as specified and as directed. | 350 | X sqm | 4.25 | ₹1,487.5 |
| 5 | M&L for applying evenly a tack coat bitumenous primer of grade (VG-10) @ 10 Kg per ten square metre using paving bitumen over WBM/WMM surfaces complete all as specified and as directed. | 350 | X sqm | 5.25 | ₹1,837.5 |
| 6 | Preparing of existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 1,350 | X sqm | 2.25 | ₹3,037.5 |
| 7 | M&L for applying evenly a tack coat bitumenous primer of grade (VG-10) @ 5 Kg per ten square metre using paving bitumen over black bituminous surfaces complete all as specified and as directed. | 1,350 | X sqm | 3.25 | ₹4,387.5 |
| 8 | M&L for bituminous macadam using crushed stone aggregate of specified grading premixed with bituminous binder VG-30 grade @ minimum 4% by weight ,spreading and laying with hydrostatic mechanical paver to required camber/gradient rolled and compacted to smooth uniform surface with 8 to 10 tonne tendom vibratory road roller to achive desired compaction(consolidated thickness 75 mm thick or less ) complete all as specified and directed.
Note:- (i) Bituminous Macadam work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. If it is less than 4% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowe
(iii) Bituminous Macadam shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed. | 276.25 | Cum | 4.25 | ₹1,174.06 |
| 9 | Repairs to pot holes any depth not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc., cutting around edges to atleast 25mm in depth, making good by applying tack coat of paving bitumen of Grade VG-30 at 5 kg per 10 sq m, putting in premix as specified for SDAC well rammed (including supply of SDAC) depth of potholes not exceeding 30mm complete all as specified and as directed. | 1.6 | X sqm | 2.25 | ₹3.6 |
| 10 | M&L for Bituminous premix semi-dense asphaltic concrete (SDAC), 40mm consolidated thickness with 5.5% minimum binder content by weight of total mix, (paving bitumen VG-30) and filler of 2% cement, rolled and compacted to required camber and gradient complete using mechanical paver and rolled to a uniform, smooth surface using Tandem vibratory road roller complete all as specified and as directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. If it is less than 5.5% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowed.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed.
(iv) Cement shall be used as filler at a minimum of 2% by weight of total mix. In the event of variation in the mix design in the percentage of filler content on plus side, nothing extra shall be paid. | 350 | X sqm | 3.25 | ₹1,137.5 |
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