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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance | ₹4.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 CrAdmitted-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGOAN 122001 HARYANA | GURUGRAM | HARYANA | 122001 | ₹4.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.9 CrAdmitted-Finance HOUSE NO 91 NEAR HARJAN CHOUPAL BAJGHERA GURUGRAM HARYANA 122017 | GURUGRAM | GURUGRAM | HARYANA | 122017 | ₹4.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹5.3 CrAdmitted-Finance N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | ₹5.3 Cr | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R K GOEL ABHEY KUMAR JAIN L4 | PAWAN KUMAR L2 | P R Constructions L1 | RK BROTHERS AND CO L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Site clearance including grass and bushes cutting, digging out roots of bushes if any, vegetation clearance from road complete all as specified and as directed by Engr-In-Charge. | 1,798 | Sqm | 9 ₹16,182 | 10 ₹17,980 | 19 ₹34,162 | 5 ₹8,990 |
| 2.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed by Engr-In-Charge. | 2,918 | Sqm | 29 ₹84,622 | 30 ₹87,540 | 19 ₹55,442 | 49 ₹1.4 L |
| 3.00 | Repair to potholes any depth, 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) complete all as specified and as directed by Engr-In-Charge. | 25 | 10 Sqm | 999 ₹24,975 | 1,500 ₹37,500 | 999 ₹24,975 | 49 ₹1,225 |
| 4.00 | Scarifying or picking gravelled n exc. 50mm deep, macadam or bituminous macadam surfaces in area exc 400 sqm by means of mechanical equipment, complete all as specified and as directed by Engr-In-Charge. | 1,235.91 | 10 Sqm | 499 ₹6.2 L | 30 ₹37,077.30 | 99 ₹1.2 L | 149 ₹1.8 L |
| 5.00 | M&L for 150mm thick (Spread thickness) soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with 8 to 12 tonne power roller to gradient and camber required etc complete all as specified and as directed by Engr-In-Charge. | 291.8 | 10 Sqm | 3,799 ₹11.1 L | 2,500 ₹7.3 L | 2,499 ₹7.3 L | 2,899 ₹8.5 L |
| 6.00 | M&L for 150mm thick (compacted thickness) WBM (Water bound macadam) in two layers, spreading in layers each layer of WBM does not exc 7.5cm with granite, trap or basalt, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to with 8 to 12 tonne power roller to gradient and camber required etc complete all as specified and as directed by Engr-In-Charge. | 291.8 | 10 Sqm | 3,899 ₹11.4 L | 2,500 ₹7.3 L | 2,499 ₹7.3 L | 2,999 ₹8.8 L |
| 7.00 | Preparing surfaces of unsurfaced WBM 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 as directed by Engr-In-Charge. | 291.8 | 10 Sqm | 29 ₹8,462.20 | 20 ₹5,836 | 59 ₹17,216.20 | 49 ₹14,298.20 |
| 8.00 | M&L for applying tack coat @ 10.0 Kg/10 Sqm over WBM surfaces paving bitumen of grade VG-10 complete all as specified and as directed by Engr-In-Charge. | 1,527.71 | 10 Sqm | 249 ₹3.8 L | 350 ₹5.3 L | 299 ₹4.6 L | 29 ₹44,303.59 |
| 9.00 | M & L Premixed bituminous macadam using paving bitumen of grade VG-30 penetration laid/rolled compacted to required gradient and camber with vibratory power roller consolidated thickness 75mm (or less) using 4% binders by weight of mix to make good depressions / pot holes complete all as specified and as directed by Engr-In-Charge.
Note: The job design formula shall be got down from approved lab and got approval from GE before commencement of work. 4% binder content is for quoting purpose only. If the binder content is less than 4% in job mix formula, the rate shall be adjusted at par SSR rate item 20073. However there will not be any adjustment if binder content is more than 4% in job mix formula. | 964.43 | Cum | 7,999 ₹77.1 L | 7,000 ₹67.5 L | 3,499 ₹33.7 L | 6,939 ₹66.9 L |
| 10.00 | Preparing the existing black topped surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc complete all as specified and as directed by Engr-In-Charge. | 6,839.48 | 10 Sqm | 19 ₹1.3 L | 50 ₹3.4 L | 19 ₹1.3 L | 20 ₹1.4 L |
Tender Value
₹4.6 Cr
EMD Value
₹5.4 L
Closing Date
17 Apr 2026, 6:00 pmClosed
HQ CE (AF) WAC PALAM
HQ CE (AF) WAC PALAM DELHI CANTT-10
PROVN OF RECARPETING OF ROAD AT AF STN GURGAON UNDER GE (AF) GURGAON
2026_MES_755757_1
CEWAC/GUR/T-24/2025-26
Open Tender
Civil Works - Roads
270 days
GE (AF) GURGAON
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
GE (AF) GURGAON
₹5.4 L
Yes
6 May 2026
20 Mar 2026
20 Apr 2026
20 Mar 2026
17 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Site clearance including grass and bushes cutting, digging out roots of bushes if any, vegetation clearance from road complete all as specified and as specified and directed by Engr-In-Charge. | - | Sqm | - | - | |
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as specified and directed by Engr-In-Charge. | - | Sqm | - | - | |
Repair to potholes any depth, 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) complete all as specified and as specified and directed by Engr-In-Charge. | - | 10 Sqm | - | - | |
Scarifying or picking gravelled n exc. 50mm deep, macadam or bituminous macadam surfaces in area exc 400 sqm by means of mechanical equipment, complete all as specified and as specified and directed by Engr-In-Charge. | - | 10 Sqm | - | - | |
M&L for 150mm thick (Spread thickness) soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with 8 to 12 tonne power roller to gradient and camber required etc complete all as specified and as specified and directed by Engr-In-Charge. | - | 10 Sqm | - | - | |
M&L for 150mm thick (compacted thickness) WBM (Water bound macadam) in two layers, spreading in layers each layer of WBM does not exc 7.5cm with granite, trap or basalt, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to with 8 to 12 tonne power roller to gradient and camber required etc complete all as specified and as specified and directed by Engr-In-Charge. | - | 10 Sqm | - | - | |
Preparing surfaces of unsurfaced WBM 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 as specified and directed by Engr-In-Charge. | - | 10 Sqm | - | - | |
M&L for applying tack coat @ 10.0 Kg/10 Sqm over WBM surfaces paving bitumen of grade VG-10 all as specified. | - | 10 Sqm | - | - | |
M & L Premixed bituminous macadam using paving bitumen of grade VG-30 penetration laid/rolled compacted to required gradient and camber with vibratory power roller consolidated thickness 75mm (or less) using 4% binders by weight of mix to make good depressions / pot holes complete all as specified and as specified and directed by Engr-In-Charge.
Note: The job design formula shall be got down from approved lab and got approval from GE before commencement of work. 4% binder content is for quoting purpose only. If the binder content is less than 4% in job mix formula, the rate shall be adjusted at par SSR rate item 20073. However there will not be any adjustment if binder content is more than 4% in job mix formula. | - | Cum | - | - | |
Preparing the existing black topped surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc complete all as specified and as specified and directed by Engr-In-Charge. | - | 10 Sqm | - | - |
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