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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAdmitted-Finance A 31 RAJENDRA NAGAR BAREILLY UP 243122 | BAREILLY | BAREILLY | UP | 243122 | ₹18.8 L | L1 | Admitted-Finance |
| 2 | L2₹26.0 L+₹7.2 L (38.1%)Admitted-Finance LINE PAR NAI BASTI OSARH ROAD FARIDPUR DISTT BAREILLY PIN 243503 | FARIDPUR | BAREILLY | BAREILLY | 243503 | ₹26.0 L+₹7.2 L (38.1%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s J P Bhatia L1 | M/S Om Builders L2 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing soft and loose soil averaging 15cm deep and getting out complete all as specified and directed. | 200 | Sqm | 20 ₹4,000 Lowest | 26.9 ₹5,380 |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil complete all as specified and directed. | 300 | Cum | 50 ₹15,000 Lowest | 258.5 ₹77,550 |
| 3.00 | M&L for formation rolling and consolidating formation cutting with power roller 8 to 12 ton complete all as specified and directed. | 100 | 10 Sqm | 20 ₹2,000 Lowest | 26.1 ₹2,610 |
| 4.00 | M&L for 150 mm thick soling or sub base with broken boulder or quarried stone in terstices filled, surface formed and rolled & consolidated to required gradient & camber complete all as specified and directed. | 100 | 10 Sqm | 3,200 ₹3,20,000 Lowest | 3,200 ₹3,20,000 Lowest |
| 5.00 | M&L for 150 mm thick soling or sub base with broken boulder or quarried stone (80 to 40 mm size) inter stices filled, surface formed and rolled & consolidated to required gradient & camber complete all as specified and directed. | 100 | 10 Sqm | 3,000 ₹3,00,000 Lowest | 4,800 ₹4,80,000 |
| 6.00 | M&L for preparing unsurfaced water bound macadam surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and M& L for applying evenly a priming/tack coat with bituminous primer @ 10 kg per 10 sqm using paving bitumen VG 10 grading complete all as specified and directed. | 100 | 10 Sqm | 350 ₹35,000 Lowest | 873.1 ₹87,310 |
| 7.00 | M&L for Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 26.5 mm IS Sieve -100 % Aggregate passing13.20 mm IS Sieve -60% to 80% Aggregate passing 4.75 mm IS Sieve -20% to 30% Aggregate passing 2.36 mm IS Sieve -5% to 10% | 50 | Cum | 7,000 ₹3,50,000 Lowest | 9,000 ₹4,50,000 |
| 8.00 | M&L for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tone power roller to required compaction 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) with the following Constraints:- Aggregate passing 13.2 mm IS Sieve -100 % . Aggregate passing 5.60 mm IS Sieve -40% to 50% , Aggregate passing 2.8 mm IS Sieve -30%to 35%
Note:- Design mix for Srl item No. 7 & 8 shall be 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. | 100 | 10 Sqm | 3,500 ₹3,50,000 Lowest | 3,800 ₹3,80,000 |
| 9.00 | M&L for preparing black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and M&L for applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre (Paving bitumen grade VG-10) complete all as specified and directed. | 100 | 10 Sqm | 250 ₹25,000 Lowest | 479.4 ₹47,940 |
| 10.00 | Material and labour for painting lines, arrows, letters etc on roads, pavements and the like exc. 10 cm wide by applying 2 mm thick thermoplastic road marking paint of specified shade/colour either continious or broken lines to the required width and length over the existing painted furfaces/ new bituminous surfaces with solvent based thermoplastic road marking paint using semi automatic thermoplastic paint applicator machine driven by exparienced operator on road inlcuding all materials, labour, T&P and cleaning dirt, seals, oil, greases and foreign materials etc of road surface complete all as specified as directed.(Note thermoplastic road marking paint shall be applied as per manufactures instruction alongwith MORTH technology and speciality) | 50 | Sqm | 400 ₹20,000 Lowest | 600 ₹30,000 |
Tender Value
₹26.2 L
EMD Value
₹52,420
Closing Date
3 Sept 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)/77 OF 2026- 2027PROVN OF ROAD FROM BLDG MO RA-03 TO RA LINE OF HQ UB AREA UNDER GE (WEST) BAREILLY
2026_MES_782963_1
8100/B/964/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Bareilly
As per NIT
6 documents required · 6 mandatory
₹500
GE (West) Bareilly
₹52,420
Yes
11 Sept 2026
6 Aug 2026
10 Sept 2026
6 Aug 2026
3 Sept 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing soft and loose soil averaging 15cm deep and getting out complete all as specified and directed. | 200 | Sqm | -1 | - |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil complete all as specified and directed. | 300 | Cum | -1 | - |
| 3 | M&L for formation rolling and consolidating formation cutting with power roller 8 to 12 ton complete all as specified and directed. | 100 | 10 Sqm | -1 | - |
| 4 | M&L for 150 mm thick soling or sub base with broken boulder or quarried stone in terstices filled, surface formed and rolled & consolidated to required gradient & camber complete all as specified and directed. | 100 | 10 Sqm | -1 | - |
| 5 | M&L for 150 mm thick soling or sub base with broken boulder or quarried stone (80 to 40 mm size) inter stices filled, surface formed and rolled & consolidated to required gradient & camber complete all as specified and directed. | 100 | 10 Sqm | -1 | - |
| 6 | M&L for preparing unsurfaced water bound macadam surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and M& L for applying evenly a priming/tack coat with bituminous primer @ 10 kg per 10 sqm using paving bitumen VG 10 grading complete all as specified and directed. | 100 | 10 Sqm | -1 | - |
| 7 | M&L for Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 26.5 mm IS Sieve -100 % Aggregate passing13.20 mm IS Sieve -60% to 80% Aggregate passing 4.75 mm IS Sieve -20% to 30% Aggregate passing 2.36 mm IS Sieve -5% to 10% | 50 | Cum | -1 | - |
| 8 | M&L for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tone power roller to required compaction 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) with the following Constraints:- Aggregate passing 13.2 mm IS Sieve -100 % . Aggregate passing 5.60 mm IS Sieve -40% to 50% , Aggregate passing 2.8 mm IS Sieve -30%to 35%
Note:- Design mix for Srl item No. 7 & 8 shall be 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. | 100 | 10 Sqm | -1 | - |
| 9 | M&L for preparing black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and M&L for applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre (Paving bitumen grade VG-10) complete all as specified and directed. | 100 | 10 Sqm | -1 | - |
| 10 | Material and labour for painting lines, arrows, letters etc on roads, pavements and the like exc. 10 cm wide by applying 2 mm thick thermoplastic road marking paint of specified shade/colour either continious or broken lines to the required width and length over the existing painted furfaces/ new bituminous surfaces with solvent based thermoplastic road marking paint using semi automatic thermoplastic paint applicator machine driven by exparienced operator on road inlcuding all materials, labour, T&P and cleaning dirt, seals, oil, greases and foreign materials etc of road surface complete all as specified as directed.(Note thermoplastic road marking paint shall be applied as per manufactures instruction alongwith MORTH technology and speciality) | 50 | Sqm | -1 | - |
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