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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAdmitted-Finance | ₹40.3 L | L1 | Admitted-Finance |
| 2 | L2₹45.1 LAdmitted-Finance | ₹45.1 L | L2 | Admitted-Finance |
| 3 | L3₹47.1 LAdmitted-Finance | ₹47.1 L | L3 | Admitted-Finance |
| 4 | L4₹57.0 LAdmitted-Finance | ₹57.0 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | mohd ayub bhat L2 | MOHD ASAHAQ L1 | MOHAMMED IQBAL L4 | Manzoor Hussain L3 |
|---|---|---|---|---|---|---|---|
| 1.00Supplying and stacking at site. | |||||||
| 1.10 | 63 mm to 45 mm size stone aggregate. | 558 | cum | 850 ₹4.7 L | 950.1 ₹5.3 L | 1,100 ₹6.1 L | 550 ₹3.1 L |
| 1.20 | 53 mm to 22.4 mm size stone aggregate. | 279 | cum | 925 ₹2.6 L | 910.6 ₹2.5 L | 1,200 ₹3.3 L | 500 ₹1.4 L |
| 1.30 | Stone screening 13.2 mm nominal size (Type ). | 16.74 | cum | 1,022 ₹17,108.28 | 1,204.15 ₹20,157.47 | 1,204.15 ₹20,157.47 | 300 ₹5,022 |
| 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 | 853.74 | cum | 750 ₹6.4 L | 409.5 ₹3.5 L | 768.15 ₹6.6 L | 55 ₹46,955.70 |
| 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. | 3,650 | sqm | 235 ₹8.6 L | 229.85 ₹8.4 L | 222 ₹8.1 L | 220 ₹8.0 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. | 3,650 | sqm | 75 ₹2.7 L | 85.4 ₹3.1 L | 100 ₹3.6 L | 250 ₹9.1 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 : | 3,650 | sqm | 45 ₹1.6 L | 54.1 ₹2.0 L | 74 ₹2.7 L | 120 ₹4.4 L |
| 6.00Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m | |||||||
Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
7 May 2026, 4:00 pmClosed
Estates Officer, SKUAST-Jammu
Estates Division, SKUAST-J, Chatha
Reconstruction of Road and Protection work from NH to Residential quarters at KVK Tandwal, Rajouri
2026_SKUST_309179_7
AU/Estates/2026-27/03 dated 22-04-2026
Open Tender
Civil Works
120 days
KVK Rajouri
Please refer tender documents
4 documents required · 4 mandatory
₹2,000
Assistant Comptroller (Estates), SKUAST-Jammu
₹1.2 L
13 May 2026
30 Apr 2026
8 May 2026
30 Apr 2026
7 May 2026
30 Apr 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. | 558 | cum | - | - |
| 1.2 | 53 mm to 22.4 mm size stone aggregate. | 279 | cum | - | - |
| 1.3 | Stone screening 13.2 mm nominal size (Type ). | 16.74 | 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 | 853.74 | 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. | 3,650 | 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. | 3,650 | 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 : | 3,650 | sqm | - | - |
| 6Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m | |||||
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