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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1Rejected-Finance | ₹1 | 1 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | G S MALIK ENTERPRISES L1 |
|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specification
15.1.1.1 | 123.21 | Cum | 190 ₹23,409.9 Lowest |
| 2.00 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge:
4.6 | 123.21 | Cum | 25 ₹3,080.25 Lowest |
| 3.00 | Brick work with common brunt clay non-modular bricks of class designation 7.5 in foundation and plinth in:
(i) Cement mortar 1:4
7.21.1 | 60.15 | Cum | 4,509 ₹2,71,216.35 Lowest |
| 4.00 | PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically by vibration including curing for 14 days as per clause 2100 of MORT&H specification
15.5 | 5.36 | Cum | 4,255 ₹22,806.8 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work below plinth level and up to floor iv level. 1:1.5:3
6.1.1 | 8.11 | Cum | 4,893 ₹39,682.23 Lowest |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing, and reinforcement- all work up to plinth level:
(i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
6.15.1 | 8.1 | Cum | 7,347 ₹59,510.7 Lowest |
| 7.00 | Steel reinforcement for R.C.C work where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding etc. complete in all respect above plinth level. (Mild Steel and Medium Tensile steel bars)
6.34.1 | 660 | Kg. | 75 ₹49,500 Lowest |
| 8.00 | 12 mm thick cement plaster 1:4
11.5.3 | 269.67 | Sq Mtr. | 103 ₹27,776.01 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. removal of form work for:
Suspended floors, roofs, landling, balconies and access platform
6.30.3 | 57.06 | Sq. mtr. | 256 ₹14,607.36 Lowest |
| 10.00 | Main hole cover with frame 1’6” x 1’6”
N.S. | 9 | Nos. | 275 ₹2,475 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
19 Sept 2025, 5:00 pmClosed
M.D
THE JIND CO-OPERATIVE SUGAR MILLS LTD. JIND
ON-LINE TENDERS (THROUGH RATES) ARE INVITED FOR CONSTRUCTION OF SEPTIC TANK AND SOAK PIT 03 SETS IN B and C BLOCK IN MILLS COLONY.
2025_HBC_471729_1
7
Open Tender
Miscellaneous
Works
30 days
Jind
Please refer Tender documents.
2 documents required · 2 mandatory
₹100
Yes
₹10,000
Yes
14 Oct 2025
11 Sept 2025
20 Sept 2025
11 Sept 2025
19 Sept 2025
11 Sept 2025
Amount
Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specification 15.1.1.1
Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge: 4.6
Brick work with common brunt clay non-modular bricks of class designation 7.5 in foundation and plinth in: (i) Cement mortar 1:4 7.21.1
PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically by vibration including curing for 14 days as per clause 2100 of MORT&H specification 15.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work below plinth level and up to floor iv level. 1:1.5:3 6.1.1
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing, and reinforcement- all work up to plinth level: (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) 6.15.1
Steel reinforcement for R.C.C work where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding etc. complete in all respect above plinth level. (Mild Steel and Medium Tensile steel bars) 6.34.1
12 mm thick cement plaster 1:4 11.5.3
Centering and shuttering including strutting, propping etc. removal of form work for: Suspended floors, roofs, landling, balconies and access platform 6.30.3
Main hole cover with frame 1’6” x 1’6” N.S.
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