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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.6 LAdmitted-Finance | ₹62.6 L | L1 | Admitted-Finance |
| 2 | L2₹73.7 LAdmitted-Finance | ₹73.7 L | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | amritveer govt contractor L3 | M/S BALDEV SINGH L2 | AKASH GUPTA L1 |
|---|---|---|---|---|---|---|
| 1.00Supplying and stacking at site. | ||||||
| 1.10 | 63 mm to 45 mm size stone aggregate. | 64 | cum | 1,000 ₹64,000 | 900 ₹57,600 | 400 ₹25,600 |
| 1.20 | 53 mm to 22.4 mm size stone aggregate. | 112.13 | cum | 1,000 ₹1.1 L | 900 ₹1.0 L | 400 ₹44,852 |
| 1.30 | Stone screening 13.2 mm nominal size (Type ). | 24.67 | cum | 1,000 ₹24,670 | 900 ₹22,203 | 300 ₹7,401 |
| 2.00 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 200.79 | cum | 1,000 ₹2.0 L | 900 ₹1.8 L | 100 ₹20,079 |
| 3.002.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete.(tack coat to be paid for separately) : | ||||||
| 3.10 | With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | 15,400 | sqm | 330 ₹50.8 L | 200 ₹30.8 L | 295 ₹45.4 L |
| 4.00 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. | 15,400 | sqm | 102 ₹15.7 L | 40 ₹6.2 L | 30 ₹4.6 L |
| 5.00 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | 15,400 | sqm | 75 ₹11.6 L | 40 ₹6.2 L | 10 ₹1.5 L |
| 6.00 | Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of
Engineer-in-charge. | 1,446 | each | 500 ₹7.2 L | 1,000 ₹14.5 L | 100 ₹1.4 L |
Tender Value
₹81.7 L
EMD Value
₹1.6 L
Closing Date
12 May 2026, 4:00 pmClosed
Estates Officer, SKUAST-Jammu
Estates Division, SKUAST-J, Chatha
Restoration of existing road network by way of WBM premixing and allied works at FVSc and AH, R.S. Pura
2026_SKUST_309186_6
AU/Estates/2026-27/04 dated 27-04-2026
Open Tender
Civil Works
120 days
FVSc and AH, R.S. Pura
Please refer tender documents
4 documents required · 4 mandatory
₹2,000
Assistant Comptroller (Estates), SKUAST-Jammu
₹1.6 L
14 May 2026
1 May 2026
13 May 2026
1 May 2026
12 May 2026
1 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supplying and stacking at site. | |||||
| 1.1 | 63 mm to 45 mm size stone aggregate. | 64 | cum | - | - |
| 1.2 | 53 mm to 22.4 mm size stone aggregate. | 112.13 | cum | - | - |
| 1.3 | Stone screening 13.2 mm nominal size (Type ). | 24.67 | cum | - | - |
| 2 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 200.79 | cum | - | - |
| 32.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete.(tack coat to be paid for separately) : | |||||
| 3.1 | With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | 15,400 | sqm | - | - |
| 4 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. | 15,400 | sqm | - | - |
| 5 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | 15,400 | sqm | - | - |
| 6 | Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of
Engineer-in-charge. | 1,446 | each | - | - |
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