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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.7 LAccepted-AOC H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹1.0 Cr+₹89,473 (0.90%)Rejected-Finance 137 MODEL TOWN PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L2 | Rejected-Finance Other than L1 bidder | |
| 3 | L3₹1.0 Cr+₹1.3 L (1.26%)Rejected-Finance B XI 69 1 GALI NO 3 KRISHNA NAGAR BATALA DISTT GURDASPUR PUNJAB PIN 143505 | BATALA | GURDASPUR | PUNJAB | 143505 | L3 | Rejected-Finance Other than L1 bidder | |
| 4 | L4₹1.1 Cr+₹5.5 L (5.56%)Rejected-Finance 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | L4 | Rejected-Finance Other than L1 bidder |
| Sl No | Description | Qty | Unit | Sandeep Kumar L4 | PAWAN KUMAR L1 | Rajesh Kumar & Assoiciates L3 | M/S DUGGAL CONSTRUCTION CO L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Material and Labour for Repair to potholes depth of potholes exc 30 mm, not exc 1 sq m 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 of paving bitumen (VG-10) @ 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified.
Note : The patching of pot holes shall be as per para 20.A.34.2 of SSR Part-I | 4 | 10 Sqm | 100 ₹400 Lowest | 1,500 ₹6,000 | 1,500 ₹6,000 | 105 ₹420 |
| 2.00 | Material and Labour for Repair to potholes depth of potholes exc 30 mm, not exc 1 sq m 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 @ 5 kg per 10 sqm, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cum of sand), again well rammed (including supply of premix binder and sand), complete all as specified.
Note : The patching of pot holes shall be as per para 20.A.34.2 of SSR Part-I | 3 | 10 Sqm | 100 ₹300 Lowest | 1,000 ₹3,000 | 1,500 ₹4,500 | 105 ₹315 |
| 3.00 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area n exc. 400 Sqm and depth not exc. 50mm, stacking the serviceable material at site and removing the surplus material n exc. 50m, complete all as specified. | 300 | 10 Sqm | 5 ₹1,500 Lowest | 150 ₹45,000 | 50 ₹15,000 | 55 ₹16,500 |
| 4.00 | Material and Labour for Preparation of water bound macadam (WBM) surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 10 Kg per 10Sqm of road surface, complete all as specified and directed. | 300 | 10 Sqm | 400 ₹1,20,000 | 350 ₹1,05,000 Lowest | 400 ₹1,20,000 | 495 ₹1,48,500 |
| 5.00 | Material and Labour for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumen (VG-30) @ 4% by total mix laid by self propelled mechanical paver, rolled and compacted to required gradient and camber using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.
Note: The specification of bituminous macadam shall be as per Para 20.B.3 of SSR Part-I. | 150 | Cum | 6,500 ₹9,75,000 | 5,000 ₹7,50,000 Lowest | 7,000 ₹10,50,000 | 6,505 ₹9,75,750 |
| 6.00 | Material and Labour for preparation of existing black top surface of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 30mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.
Note: The combined grading of aggregate shall be as per Para 20.B.2.5.4(d) & 20.B.4 of SSR Part-I. | 2,622 | 10 Sqm | 2,889 ₹75,74,958 | 2,927 ₹76,74,594 | 2,690 ₹70,53,180 Lowest | 2,805 ₹73,54,710 |
| 7.00 | Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) un-reinforced including removal of debris outside the MoD land, complete all as specified. | 155 | Cum | 100 ₹15,500 | 250 ₹38,750 | 125 ₹19,375 | 55 ₹8,525 Lowest |
| 8.00 | Providing and laying at or near ground level factory made kerb stone of M-15 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:4 (1 cement: 4 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. | 130 | Cum | 7,500 ₹9,75,000 | 5,000 ₹6,50,000 Lowest | 8,000 ₹10,40,000 | 7,005 ₹9,10,650 |
| 9.00 | Material and Labour for Machine pressed precast concrete interlocking paver block rubber moulded glossy finish any shape, any colour and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade jointed with grey cement and pigment, complete all as specified. | 510 | Sqm | 800 ₹4,08,000 | 600 ₹3,06,000 Lowest | 650 ₹3,31,500 | 855 ₹4,36,050 |
| 10.00 | Material and Labour for 75mm thick PCC 1:4:8, nominal mix, type D-2, (using 40mm graded crushed stone aggregate) as in sub base, surface finished finished even & rough, complete all as specified. | 510 | Sqm | 300 ₹1,53,000 | 150 ₹76,500 Lowest | 250 ₹1,27,500 | 155 ₹79,050 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
13 Sept 2025, 6:00 pmClosed
SHRI AK MISHRA, IDSE, CWE
HQ CWE MAMUN PIN 145001
SPECIAL REPAIRS TO ROADS UNDER GE N MAMUN
2025_MES_725223_1
CWE/M-19/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MAMUN
As per Tender Documents
9 documents required · 9 mandatory
₹1,000
Yes
GE NORTH MAMUN
₹1.9 L
Yes
23 Oct 2025
8 Aug 2025
20 Sept 2025
8 Aug 2025
13 Sept 2025
30 Aug 2025
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