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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.6 LAccepted-AOC LINE PAR NAI BASTI OSARH ROAD FARIDPUR DISTT BAREILLY PIN 243503 | FARIDPUR | BAREILLY | BAREILLY | 243503 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹84.4 L+₹6.6 L (8.55%)Rejected-Finance C 247 1 RAJINDRA NAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹86.8 L+₹9.0 L (11.6%)Rejected-Finance | L3 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S Gupta Builders L2 | M/S Om Builders L1 | TEAM ACC INFRABUILD PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for repair to pot holes any depth, not 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 in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer VG-10 @ 5 Kg per 10 Sq m, putting in premix bituminious macadam, well rammed and sealed with premixed sand seal coat (9.8 kg of binder with 0.09 Cum of stone chipping, 6.3mm size), again well rammed (including supply of premixed macadam, binder and chipping) depth of potholes not exc 30 mm complete all as specified and directed.
Note: Pot holes shall be marked and checked by Engr-in-Charge for 100% quantity before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpeting work. | 1.6 | 10 Sqm | 600 ₹960 | 3,575.9 ₹5,721.44 | 500 ₹800 Lowest |
| 2.00 | M&L for Preparing of black top bituminous surfaces by brushing with brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc incl removing mud etc to a distance minimum 1.50m from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) at the rate of 5 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanisum, supplying, laying, spreading 30mm consolidated thickness of semi dense asphaltic bituminous concrete carpet (VG-30) with 0.406 cum crushed and graded coarse aggregates with design mix formula with bitumen not less than 5.5% binder content using paver with mechanical paver all as specified in clause device for automatic leveling and profile control within the specified tolerance as mentioned in SSR Part-I , rolled with 8 to 10 tone powar Roller to uniform smooth surface and consolidated to required camber and gradient with power roller for uniform smooth surface complete all as specified and directed. | 1,640 | 10 Sqm | 3,550 ₹58,22,000 | 3,300 ₹54,12,000 | 3,200 ₹52,48,000 Lowest |
| 3.00 | Supplying, laying, spreading upto 75mm or less consolidated thickness of premix bituminous macadam carpet filling in depression (using 20mm graded stone aggregate) in single layer using mechanical paver using bituminous binder (VG-30) at the rate 4% by weight of total mix, laid/rolled and compacted/consolidated to required camber and gradient with 8 to 10 tone power roller to a uniform smooth surface complete all as specified and directed.
Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate.
(ii) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) Note for item No. 2 & 3: Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. | 95 | Cum | 8,500 ₹8,07,500 | 6,000 ₹5,70,000 | 5,500 ₹5,22,500 Lowest |
| 4.00 | M&L for applying evenly a priming /tack coat with paving bituminous VG-10 grade at 5 Kg/10 Sqm complete all as specified and directed. | 190 | 10 Sqm | 650 ₹1,23,500 | 220 ₹41,800 Lowest | 450 ₹85,500 |
| 5.00 | M&L for scarifying or picking gravelled,macadam or bituminous macadam surfaces in area exc 400 sqm, n.exc 50mm deep all as specified | 190 | 10 Sqm | 50 ₹9,500 | 30 ₹5,700 Lowest | 800 ₹1,52,000 |
| 6.00 | Material and labour for painting lines, dashes, arrows letter, marking etc of 3mm thick film on new surface or previously treated road surface with hot applied retro-reflective thermoplastic exc 10 cm wide n exc 15cm wide road marking paint (white/golden/yellow) conforming to MORTH (Clause 803.4) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160°C including cleaning and drying the existing road surfaces to ensure dust, oil, grease and moisture free surfaces before applying the paint complete all as specified and directed. | 665 | Sqm | 350 ₹2,32,750 Lowest | 500 ₹3,32,500 | 600 ₹3,99,000 |
| 7.00 | S&F in repairs, delineator 1200mm long made of 2 mm thick steel sheet rectangular OD size 75 x 100mm. Bottom plate 2mm thick of size 150 x 150 mm for firm grip welded to base. Top end closed with 2mm steel sheet. At top on both sides diamond grade cube corner micro white reflector of size 75 x 125mm laminated in 2mm deep cavity to make it scratch resistant. Post to have two bands all around of white/yellow/red reflective sheet of width 225mm by keeping black coat as bands for greater night visibility. All coated with heat process and baked to 120°C or powder coated to make all weather resistant and fixing in PCC(1:2:4) with size of block 150mm x 150mm x300mm deep including required excavation and earthwork complete all as specified and directed.
Note: The rate of PCC and earth work is included in this item and nothing shall be paid extra. | 240 | Each | 550 ₹1,32,000 Lowest | 700 ₹1,68,000 | 1,600 ₹3,84,000 |
| 8.00 | S&F in repair Cat eye,Solar reflective type of metal body alloy of size 110mmx128mmx30mm of red / yellow / white with PAMA striplens reflector fixed with 100 gm epoxy mixture and placing the cats eye without applying excessive pressure and fixed as per manufacturers instructions complete all as specified and directed. | 200 | Each | 250 ₹50,000 | 200 ₹40,000 Lowest | 950 ₹1,90,000 |
| 9.00 | S&F for two way reflective Solar road studs (100% water proofing design according to IP-65) of dimensions 125mm x 125mm x 25mm (shank 65 mm) of high efficiency mono-crystalline solar panel 2.4V/0.30 Watt, one Ni-Mh of Ni-cd rechargeable battery (1.2V /1600MA), six super bright LEDs with 10000 to 18000 mcd (Millicandela) , view distance upto 1000 meters, flash rate 2 Hz and bearable weight of solar studs (10 Tone approx) with impact resistance aluminium alloy body with yellow/ red/ white/ green reflective panels and fixing the same on road surface by applying approximately 100 gm epoxy mixture and placing the cats eye without applying excessive pressure and fixed with 12mm dia and 120mm long zinc plated steel nail at the centre of cats eye complete all as specified and directed. | 100 | Each | 1,050 ₹1,05,000 Lowest | 1,900 ₹1,90,000 | 1,250 ₹1,25,000 |
| 10.00 | Supply and fixing for road speed bumps manufactured by HDPE/PE materail highly resistant to serve impact and harsh weather condition incl two way reflective studs are clearly visible to the motorists during night hours filed with appropriate epoxy and 4 or 6 nos nails of size 750 x 250 x 75 mm wt 2160 gm complete all as specified and directed. | 100 | Each | 350 ₹35,000 Lowest | 900 ₹90,000 | 600 ₹60,000 |
Tender Value
₹85.1 L
EMD Value
₹1.5 L
Closing Date
26 Jun 2026, 6:00 pmClosed
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO.CWE BLY/GE (W)/48 OF 2026- 2027SPECIAL REPAIR TO INTERNAL BITUMINOUS ROAD INSIDE THE JAT REGIMENT CENTRE UNDER GE (WEST) BAREILLY
2026_MES_767644_1
8100/B/958/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE(West) Bareilly
As per NIT
6 documents required · 6 mandatory
₹1,000
GE(West) Bareilly
₹1.5 L
Yes
17 Aug 2026
25 May 2026
3 Jul 2026
25 May 2026
26 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for repair to pot holes any depth, not 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 in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer VG-10 @ 5 Kg per 10 Sq m, putting in premix bituminious macadam, well rammed and sealed with premixed sand seal coat (9.8 kg of binder with 0.09 Cum of stone chipping, 6.3mm size), again well rammed (including supply of premixed macadam, binder and chipping) depth of potholes not exc 30 mm complete all as specified and directed.
Note: Pot holes shall be marked and checked by Engr-in-Charge for 100% quantity before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpeting work. | - | 10 Sqm | -1 | - |
| 2 | M&L for Preparing of black top bituminous surfaces by brushing with brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc incl removing mud etc to a distance minimum 1.50m from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) at the rate of 5 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanisum, supplying, laying, spreading 30mm consolidated thickness of semi dense asphaltic bituminous concrete carpet (VG-30) with 0.406 cum crushed and graded coarse aggregates with design mix formula with bitumen not less than 5.5% binder content using paver with mechanical paver all as specified in clause device for automatic leveling and profile control within the specified tolerance as mentioned in SSR Part-I , rolled with 8 to 10 tone powar Roller to uniform smooth surface and consolidated to required camber and gradient with power roller for uniform smooth surface complete all as specified and directed. | - | 10 Sqm | -1 | - |
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