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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | JAKNAP PROJECTS PRIVATE LIMITED L2 | Zephyrwings solution pvt ltd L3 | M/S CONSTRUCTION ENGINEERS L1 |
|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 1.10 | All kinds of soil. | 5,665.85 | Cum | 230 ₹13,03,145.5 | 250 ₹14,16,462.5 | 160 ₹9,06,536 Lowest |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 3,839.51 | cum | 198 ₹7,60,222.98 | 196 ₹7,52,543.96 | 100 ₹3,83,951 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 3.10 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). | 217.53 | cum | 5,600 ₹12,18,168 | 7,200 ₹15,66,216 | 3,500 ₹7,61,355 Lowest |
| 3.20 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | 74.03 | cum | 4,826.5 ₹3,57,305.79 | 6,600 ₹4,88,598 | 3,300 ₹2,44,299 Lowest |
| 4.00Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | ||||||
| 4.10 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.37 | cum | 3,050 ₹1,128.5 Lowest | 9,500 ₹3,515 | 6,000 ₹2,220 |
| 5.00 | Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well ramed and consolidated and grouted with fine sand including finishing the top smooth | 32.9 | Sqm | 320 ₹10,528 Lowest | 1,000 ₹32,900 | 400 ₹13,160 |
| 6.00 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | 192.68 | meter | 310 ₹59,730.8 | 100 ₹19,268 | 25 ₹4,817 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
10 Jun 2026, 4:00 pmClosed
Estates Officer, SKUAST-Jammu
Estates Division, SKUAST-J. Chatha
Reconstruction of Sewerage line and Sewerage Treatment Plant at Main Campus, Chatha
2026_SKUST_310917_1
AU/Estates/2026-27/06 dated 22-05-2026
Open Tender
Civil Works
Item Rate
120 days
Main Campus, Chatha
Please refer tender documents
4 documents required · 4 mandatory
₹3,000
Assistant Comptroller (Estates), SKUAST-Jammu
₹4.5 L
22 Jun 2026
25 May 2026
11 Jun 2026
25 May 2026
10 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.1 | All kinds of soil. | 5,665.85 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 3,839.51 | cum | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.1 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). | 217.53 | cum | - | - |
| 3.2 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | 74.03 | cum | - | - |
| 4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | |||||
| 4.1 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.37 | cum | - | - |
| 5 | Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well ramed and consolidated and grouted with fine sand including finishing the top smooth | 32.9 | Sqm | - | - |
| 6 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | 192.68 | meter | - | - |
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