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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC 101 KRISHNA VIHAR RAILWAY COLONY QUARSI RAMGHAT ROAD ALIGARH | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.7 L+₹43,604.18 (2.68%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹17.1 L+₹82,533 (5.07%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹17.9 L+₹1.6 L (9.99%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹18.7 L+₹2.4 L (14.5%)Rejected-Finance 13 ARUNA NAGAR GT ROAD ETAH | ETAH | UTTAR PRADESH | 207001 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | RAJKUMARI L2 | M/s GURUKRAPA CONSTRUCTION L6 | M/S S K BUILDERS L1 | Geeta Construction L7 | M/S SAVERA BUILDCON L4 | M/S AMAN CONSTRUCTION COMPANY L9 | SHREE HARI BUILDERS L5 | M/S AMAR PAL SINGH CONTRACTOR L8 | Ram Naresh L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | EARTH WORK IN CUTTING OR IN EMBANKMENT IN ORDINARY SOIL EXAVATION TO BE IN THE FROM OF A REGULAR PITS NOT EXCEEDING 0.50M IN DEPTH AND EARTH WORK IN EMBANKMENT TO IN 20CM LAYERS INCLUDING RAMMING AND DRESSING THE SURFACE TO REQUIRED LEVELS AND SLOPES AND ALSO INCLUDING 1.5M LIFT AND 30 LEAD THE EARTH IN FROM CUTTING TO BE USED AS SPOIL BANKS WITHIN 50M DISTANCE AS PER DIRECTED BY ENGINEER IN CHARGE | 583.7 | CUM | 45 ₹26,266.5 | 150 ₹87,555 | 50 ₹29,185 | 90 ₹52,533 | 60 ₹35,022 | 25 ₹14,592.5 Lowest | - | 112.8 ₹65,841.36 | 63 ₹36,773.1 |
| 2.00 | UPROOTING JHUNDS AND MOONJ WITH DISPOSAL AWAY FROM SITE | 1,447.2 | SQM | 1.9 ₹2,749.68 Lowest | 35 ₹50,652 | 20 ₹28,944 | 4.4 ₹6,367.68 | 21 ₹30,391.2 | 20 ₹28,944 | - | 37.5 ₹54,270 | 22 ₹31,838.4 |
| 3.00 | DISMANTLING OF FLEXIBLE PAVMENT AND DISPOSAL OF DISMANTLED MATERIAL UPTO A LEAD TO 1000 METER STACKING SEVICEABLE AND DISPOSAL OF UNSEVICEBLE MATERIAPS SEPRATELY WITHEN A LEAD OF 50 MTR AS DIRECTION OF ENGINEER IN CHARGE | 43.42 | CUM | 100 ₹4,342 | 450 ₹19,539 | 300 ₹13,026 | 330 ₹14,328.6 | 198 ₹8,597.16 | 20 ₹868.4 Lowest | - | 7,000 ₹3,03,940 | 207 ₹8,987.94 |
| 4.00 | BRICK EDGING ON BOTH SIDE OF THE ROAD OF M 150 BRICKS 8CM WIDE AND 12 CM DEEP LAID WITH MUD MORTAR INCLUDING ALL LABOUR AND SUPPLY OF BRICK FINISHED TO REQUIRED TEMPLETE AND RAMMING THE EXCAVATED EARTH AS DIRECTED BY THE ENGINEER IN CHARGE | 0.48 | KM | 70,000 ₹33,600 | 75,000 ₹36,000 | 65,000 ₹31,200 | 80,000 ₹38,400 | 52,000 ₹24,960 | 45,000 ₹21,600 | 80,000 ₹38,400 | 2,382 ₹1,143.36 Lowest | 50,000 ₹24,000 |
| 5.00 | PROVIDING LAYING SPREADING AND COMPACTING STONE AGGREGATE OF SPECFIC SIZES 45 TO 63MM TO WATER BOUND MACADAM SPECIFICATION INCLUDING SPREADING IN UNIFORM THICNESS HAND PACKING ROLLING WITH SMOOTH WHEEL ROLLER 80 TO 100 KN IN STAGES TO PROPER GRADE AND CAMBER APPLYING AND BROOMING STONE SCREEING BINDING MATERIALS TO FILL UP THE INTERSTICS OF COARSE AGGREGATE WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 2 AS PER TECHNICAL CLAUSE 405 2 | 79.6 | CUM | 2,500 ₹1,99,000 | 3,000 ₹2,38,800 | 500 ₹39,800 Lowest | 3,000 ₹2,38,800 | 2,813.56 ₹2,23,959.38 | 2,000 ₹1,59,200 | - | 2,382 ₹1,89,607.2 | 2,859 ₹2,27,576.4 |
| 6.00 | PROVIDING LAYING SPREADING AND COMPACTING STONE AGGREGATE OF SPECFIC SIZES 22.4 TO 53MM TO WATER BOUND MACADAM SPECIFICATION INCLUDING SPREADING IN UNIFORM THICNESS HAND PACKING ROLLING WITH SMOOTH WHEEL ROLLER 80 TO 100 KN IN STAGES TO PROPER GRADE AND CAMBER APPLYING AND BROOMING STONE SCREEING BINDING MATERIALS TO FILL UP THE INTERSTICS OF COARSE AGGREGATE WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 3 AS PER TECHNICAL CLAUSE 405 3 | 126.63 | CUM | 2,500 ₹3,16,575 | 3,100 ₹3,92,553 | 1,000 ₹1,26,630 | 3,000 ₹3,79,890 | 2,984.68 ₹3,77,950.03 | 2,000 ₹2,53,260 | 3,800 ₹4,81,194 | 41 ₹5,191.83 Lowest | 3,032 ₹3,83,942.16 |
| 7.00 | PROVIDING AND APPLYING TACK COAT WITH BITUMEN VG 10 USING DISTRIBUTOR AT RATE OF 0.30KG PER SQM ON THE PREPARED PRIMED SURFACE CLEANED WITH HYDRAULIC BROOM AS PER TECHNICAL SPECFICATION CLAUSE 503 SL 5.20 OF MORD SPECIFICATION | 4,824 | SQM | 11 ₹53,064 | 14 ₹67,536 | 10 ₹48,240 Lowest | 15 ₹72,360 | 12.67 ₹61,120.08 | 50 ₹2,41,200 | 16 ₹77,184 | 150 ₹7,23,600 | 11 ₹53,064 |
| 8.00 | PROVIDING LAYING AND ROLLING OF OPEN GRADED PREMIX CARPET OF 20MM THICKNESS COMPOSED OF 13.2MM TO 5.60MM AGGREGATES EITHER USING PENETRATION GRADE BITUMEN OR EMULSION TO REQUIRED LINE AND LEVEL TO SERVE AS WEARING COURSE ON A H M PREPARED BASE INCLUDING MIXING IN A SUITABLE PLANT LAYING AND ROLLING WITH A THREE WHEEL 80 TO 100 KN STATIC ROLLER CAPICTY FINISHED TO REQUIRED LEVEL AND GRADES TO BE FOLLOWED BY SEAL COAT OF TYPE C AS PER TECHNICAL SPECIFICATION CLAUSE 508 CASE II i | 4,824 | SQM | 175 ₹8,44,200 | 155 ₹7,47,720 | 192 ₹9,26,208 | 190 ₹9,16,560 | 158.9 ₹7,66,533.6 | 220 ₹10,61,280 | 193 ₹9,31,032 | 94.5 ₹4,55,868 Lowest | 143 ₹6,89,832 |
| 9.00 | PROVIDING LAYING SEAL COAT SEALING THE VOIDS IN A BITUMENIOUS SURFACE LAID TO THE SPECIFIED LEVELS GRADE AND CROSS FALL USING TYPE C AS PER TECHNICAL SPECIFICATION CLAUSE 510 SL CASE III i | 4,824 | SQM | 40 ₹1,92,960 Lowest | 60 ₹2,89,440 | 80 ₹3,85,920 | 55 ₹2,65,320 | 54.6 ₹2,63,390.4 | 100 ₹4,82,400 | 70 ₹3,37,680 | 50 ₹2,41,200 | 53 ₹2,55,672 |
Tender Value
₹27.2 L
EMD Value
₹54,400
Closing Date
16 Oct 2025, 2:00 pmClosed
EE ADGC ALIGARH
EE ADGC ALIGARH
SE FOR RENEWAL AND REPAIR OF SERVICE ROAD AT LEFT BANK OF ANOOPSHAHAR BRANCH CANAL IN DISTRICT ALIGARH FROM KM 192.075 TO 193.683
2025_UPIDC_1080415_3
4564 dt 23.09.2025
Open Tender
Civil Works
Item Rate
90 days
ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹354
₹54,400
7 Nov 2025
9 Oct 2025
16 Oct 2025
9 Oct 2025
16 Oct 2025
9 Oct 2025
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