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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC H NO 13149 STREET NO 3 SHIV COLONY BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹13.7 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹14.8 L+₹1.2 L (8.48%)Rejected-Finance WZ 30 1 ASALATPUR JANAKPURI NEW DELHI 110058 | WEST | DELHI | 110058 | ₹14.8 L+₹1.2 L (8.48%) | L2 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | VERMA CONSTRUCTION CO L1 | GLOBAL DEVELOPERS COMPANY L2 |
|---|---|---|---|---|---|
| 1.00 | Preparing surfaces 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. complete all as specified and directed. | 86.8 | 10 Sqm | 100 ₹8,680 Lowest | 101 ₹8,766.8 |
| 2.00 | M&L for applying evenly a priming/ tack coat with bituminous primer at 10 kg per 10 sq metre (Paving bitumen VG-10) complete all as specified and directed. | 86.8 | 10 Sqm | 500 ₹43,400 | 300 ₹26,040 Lowest |
| 3.00 | 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 Applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre (Paving bitumen VG-10) complete all as specified and directed. | 173.2 | 10 Sqm | 400 ₹69,280 | 90 ₹15,588 Lowest |
| 4.00 | 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% | 34.72 | Cum | 7,000 ₹2,43,040 | 5,000 ₹1,73,600 Lowest |
| 5.00 | M&L for bituminous premix asphaltic semi dense concrete 30mm 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 tonne 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) (i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) Note for item No. 4 & 5 with the following Constraints:- Aggregate passing 13.2 mm IS Sieve -100 % Aggregate passing 5.6 mm IS Sieve -40% to 50%
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 60/- 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. | 260 | 10 Sqm | 3,600 ₹9,36,000 Lowest | 4,725 ₹12,28,500 |
| 6.00 | M&L for painting lines, arrows, letters etc on roads, pavements and like etc. exc. By providing 2.50mm thick thermoplastic not applying paint of approved make of road marking paint approved shade and shape with automated machine adhering of exc 10 cm wide complete all as specified and directed. | 130 | Sqm | 500 ₹65,000 | 221 ₹28,730 Lowest |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
2 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 (E) /56 OF 2026-27SPECIAL REPAIR TO ROAD FROM B CHARGE TRANSFORMER TO B CHARGE PADDOCK NO 1 WOODEN GATE AT RTS and DEPOT HEMPUR UNDER GE (EAST) BAREILLY
2026_MES_764897_1
8100/B/950/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Hempur
As per NIT
7 documents required · 7 mandatory
₹500
GE(East) Bareilly
₹28,000
Yes
7 Aug 2026
12 May 2026
9 Jun 2026
12 May 2026
2 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparing surfaces 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. complete all as specified and directed. | 86.8 | 10 Sqm | -1 | - |
| 2 | M&L for applying evenly a priming/ tack coat with bituminous primer at 10 kg per 10 sq metre (Paving bitumen VG-10) complete all as specified and directed. | 86.8 | 10 Sqm | -1 | - |
| 3 | 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 Applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre (Paving bitumen VG-10) complete all as specified and directed. | 173.2 | 10 Sqm | -1 | - |
| 4 | 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% | 34.72 | Cum | -1 | - |
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