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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.4 LAdmitted-Finance | ₹96.4 L | L1 | Admitted-Finance |
| 2 | L2₹97.6 L+₹1.3 L (1.34%)Admitted-Finance | ₹97.6 L+₹1.3 L (1.34%) | L2 | Admitted-Finance |
| 3 | L3₹98.2 L+₹1.8 L (1.91%)Admitted-Finance | ₹98.2 L+₹1.8 L (1.91%) | L3 | Admitted-Finance |
| 4 | L4₹1.0 Cr+₹6.7 L (6.94%)Admitted-Finance | ₹1.0 Cr+₹6.7 L (6.94%) | L4 | Admitted-Finance |
| 5 | L5₹1.0 Cr+₹7.7 L (7.97%)Admitted-Finance | ₹1.0 Cr+₹7.7 L (7.97%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ABDUL HAMID KUCHAY L7 | M/S JRCC PRIVATE LIMITED L8 | BABA CONSTRUCTIONS L10 | MOHD MAQBOOL DAR L9 | trm construction co L3 | M/S MB ROAD CONSTRUCTION COMPANY L5 | M/S BLUE STONE CONSTRUCTION CO L2 | ISHFAQ ABDULLAH L4 | DAR & Co. L1 | Bismillah Road Construction Company L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00NOTE: Contractor should rate with all taxes. | |||||||||||||
| 1.01 | Preparation of sugrade by excavating earth to an average of 22.5 cm depth, dressin to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc., and disposal of surplus earth upto 50 mtr. | 2,450 | Sqm. | 2.5 ₹6,125 | 3 ₹7,350 | 100 ₹2,45,000 | 2 ₹4,900 | 19 ₹46,550 | 2 ₹4,900 | 50 ₹1,22,500 | 1 ₹2,450 Lowest | 10 ₹24,500 | 20 ₹49,000 |
| 1.02 | Providing, Laying, Spreading & Campacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 196 | Cum | 800 ₹1,56,800 Lowest | 1,187 ₹2,32,652 | 2,000 ₹3,92,000 | 1,500 ₹2,94,000 | 1,049 ₹2,05,604 | 1,650 ₹3,23,400 | 1,300 ₹2,54,800 | 1,500 ₹2,94,000 | 1,330 ₹2,60,680 | 1,600 ₹3,13,600 |
| 1.03 | Providi & Laying tack coat usin hot straight run itumen of grade VG-30, including heating the bitumen, spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications on WBM @ 0.75 kg/Sqm. | 9,485 | Sqm. | 29 ₹2,75,065 | 60 ₹5,69,100 | 77 ₹7,30,345 | 50 ₹4,74,250 | 70 ₹6,63,950 | 75 ₹7,11,375 | 50 ₹4,74,250 | 40 ₹3,79,400 | 23 ₹2,18,155 Lowest | 72 ₹6,82,920 |
| 1.04 | Providing & Laying bitminous macadam using crushed stone aggregates of specified grading premixed with bitminous binder, transported to site y tippers laid over a previously prepared surface with paver finisher equpped with electronic sensor to the required grade, level and alignment and rollers as per specifications to achieve the desired compaction and density, complete as per specification and directions of engineer-in-charge. 50 to 100mm average compacted thickness with bitumin of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in batch | 474.3 | Cum | 7,899 ₹37,46,495.7 Lowest | 8,250 ₹39,12,975 | 8,900 ₹42,21,270 | 9,000 ₹42,68,700 | 8,498 ₹40,30,601.4 | 9,450 ₹44,82,135 | 9,200 ₹43,63,560 | 8,800 ₹41,73,840 | 9,300 ₹44,10,990 | 9,050 ₹42,92,415 |
| 1.05 | Providing & Laying of semi-dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler transporting the hot mix to work site by tippers laying with paver finisher equipped with electronic sensor to the required grade, level & alignment and rolling with smooth wheeled, vibratory and tanem rollers to achivee the desired compaction and density as per directions of Engineer-in-Charge 25mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in batch type hot mix plant of 100-120 TPH capacity | 9,485 | Sqm. | 510 ₹48,37,350 | 267 ₹25,32,495 Lowest | 330 ₹31,30,050 | 300 ₹28,45,500 | 285 ₹27,03,225 | 315 ₹29,87,775 | 300 ₹28,45,500 | 300 ₹28,45,500 | 317 ₹30,06,745 | 300 ₹28,45,500 |
| 1.06 | Providing & Laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180mm micron sieve) with bitumen using 128 kg of bitumen of rade VG-10 bitumen per cum of fine agregate and 0.60cm of fine aggregate per 100 Sqm of road surface including rolling and finishing with road all complete. | 9,485 | Sqm. | 55 ₹5,21,675 Lowest | 77 ₹7,30,345 | 99 ₹9,39,015 | 100 ₹9,48,500 | 79 ₹7,49,315 | 100 ₹9,48,500 | 80 ₹7,58,800 | 90 ₹8,53,650 | 64 ₹6,07,040 | 100 ₹9,48,500 |
| 1.07 | Supplying, Providing & Laying of RBM / Nallah Muck in layer for berms including ramming, watering, dressing et., complete. | 2,700 | Cum | 470 ₹12,69,000 | 1,187 ₹32,04,900 | 1,000 ₹27,00,000 | 1,000 ₹27,00,000 | 526 ₹14,20,200 | 350 ₹9,45,000 Lowest | 350 ₹9,45,000 Lowest | 650 ₹17,55,000 | 410 ₹11,07,000 | 550 ₹14,85,000 |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
11 Aug 2026, 4:00 pmClosed
Superintending Engineer
Office of the Supeintending Engineer JK SIDCO Haftchina
Development of Roads by way of PL of WMM, with 50mm bituminous macadam, 25mm semi dense and seal coat at Industrial Estate Khunmoh
2026_SIDCO_318569_2
SIDCO/Constt/Div/2nd/026/02
Open Tender
Civil Works - Roads
Item Rate
30 days
Pulwama
as per NIT
4 documents required · 4 mandatory
₹11,000
Executive Engineer Constt Div 2nd SIDO Haftchinar
₹2.3 L
18 Aug 2026
30 Jul 2026
12 Aug 2026
30 Jul 2026
11 Aug 2026
2 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Preparation of sugrade by excavating earth to an average of 22.5 cm depth, dressin to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc., and disposal of surplus earth upto 50 mtr. | 2,450 | Sqm. | 1.25 | ₹3,062.5 |
| 1.02 | Providing, Laying, Spreading & Campacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 196 | Cum | - | - |
| 1.03 | Providi & Laying tack coat usin hot straight run itumen of grade VG-30, including heating the bitumen, spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications on WBM @ 0.75 kg/Sqm. | 9,485 | Sqm. | 100 | ₹9,48,500 |
| 1.04 | Providing & Laying bitminous macadam using crushed stone aggregates of specified grading premixed with bitminous binder, transported to site y tippers laid over a previously prepared surface with paver finisher equpped with electronic sensor to the required grade, level and alignment and rollers as per specifications to achieve the desired compaction and density, complete as per specification and directions of engineer-in-charge. 50 to 100mm average compacted thickness with bitumin of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in batch | 474.3 | Cum | 53 | ₹25,137.9 |
| 1.05 | Providing & Laying of semi-dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler transporting the hot mix to work site by tippers laying with paver finisher equipped with electronic sensor to the required grade, level & alignment and rolling with smooth wheeled, vibratory and tanem rollers to achivee the desired compaction and density as per directions of Engineer-in-Charge 25mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in batch type hot mix plant of 100-120 TPH capacity | 9,485 | Sqm. | 10 | ₹94,850 |
| 1.06 | Providing & Laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180mm micron sieve) with bitumen using 128 kg of bitumen of rade VG-10 bitumen per cum of fine agregate and 0.60cm of fine aggregate per 100 Sqm of road surface including rolling and finishing with road all complete. | 9,485 | Sqm. | 11 | ₹1,04,335 |
| 1.07 | Supplying, Providing & Laying of RBM / Nallah Muck in layer for berms including ramming, watering, dressing et., complete. | 2,700 | Cum | 11 | ₹29,700 |
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