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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹50,121.10 (0.20%)Admitted-Finance | ₹2.5 Cr+₹50,121.10 (0.20%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹2.7 L (1.08%)Admitted-Finance | ₹2.5 Cr+₹2.7 L (1.08%) | L3 | Admitted-Finance |
| 4 | L4₹2.6 Cr+₹16.4 L (6.61%)Admitted-Finance | ₹2.6 Cr+₹16.4 L (6.61%) | L4 | Admitted-Finance |
| 5 | L5₹2.8 Cr+₹30.5 L (12.3%)Admitted-Finance H NO 384 SHIVALIK PURAM JANIPUR COLONY JAMMU | ₹2.8 Cr+₹30.5 L (12.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VINAY CONSTRUCTION COMPANY L4 | Mangal Singh Saini and Sons L8 | ZOON ENGINEERING TRADERS L2 | SH ASHWANI KUMAR L3 | TARSEM CHAND L6 | Praj Construction L1 | Vivek Gupta L5 | M/S ESPRO CONCRETING L9 | MOHINDER SINGH CHARAK L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and bottom ramming and lift upto 1.5 mtr including getting out the excavated earth and disposal of surplus excavated earth within a lead of 50 mtrs from cutting edg: All kinds of soil | 5,210 | Cum | 144 ₹7,50,240 | 150 ₹7,81,500 | 100 ₹5,21,000 Lowest | 190 ₹9,89,900 | 130 ₹6,77,300 | 145 ₹7,55,450 | 100 ₹5,21,000 Lowest | 286 ₹14,90,060 | 250 ₹13,02,500 |
| 2.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:5:10(1 cement:5 coarse sand 10 graded stone aggregate 40mm nominal size) | 312.6 | Cum | 3,838 ₹11,99,758.8 | 4,400 ₹13,75,440 | 1,000 ₹3,12,600 Lowest | 1,200 ₹3,75,120 | 2,800 ₹8,75,280 | 1,900 ₹5,93,940 | 4,000 ₹12,50,400 | 4,286 ₹13,39,803.6 | 4,000 ₹12,50,400 |
| 3.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:3:6(1 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size) | 312.6 | Cum | 3,982 ₹12,44,773.2 | 5,100 ₹15,94,260 | 3,300 ₹10,31,580 Lowest | 3,800 ₹11,87,880 | 4,200 ₹13,12,920 | 4,000 ₹12,50,400 | 4,000 ₹12,50,400 | 4,586 ₹14,33,583.6 | 5,501.8 ₹17,19,862.68 |
| 4.00 | Providing and laying in position specified grade of reinforced cement cocreate1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level. | 1,500.48 | Cum | 5,710 ₹85,67,740.8 | 6,950 ₹1,04,28,336 | 5,700 ₹85,52,736 | 6,600 ₹99,03,168 | 6,000 ₹90,02,880 | 5,700 ₹85,52,736 | 5,500 ₹82,52,640 Lowest | 7,186 ₹1,07,82,449.28 | 7,500 ₹1,12,53,600 |
| 5.00 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade Fe-500D or more. | 1,35,043.2 | Kg | 94 ₹1,26,94,060.8 | 97 ₹1,30,99,190.4 | 83 ₹1,12,08,585.6 | 78 ₹1,05,33,369.6 Lowest | 100 ₹1,35,04,320 | 87 ₹1,17,48,758.4 | 109 ₹1,47,19,708.8 | 95.86 ₹1,29,45,241.15 | 89 ₹1,20,18,844.8 |
| 6.00 | Centering and shuttering for foundation footing bases of columns:- | 13,754.4 | Sqm | 115 ₹15,81,756 | 240 ₹33,01,056 | 200 ₹27,50,880 | 120 ₹16,50,528 | 140 ₹19,25,616 | 95 ₹13,06,668 Lowest | 100 ₹13,75,440 | 186 ₹25,58,318.4 | 200 ₹27,50,880 |
| 7.00 | Filling available excavated earth in trenches side of foundations etc. | 5,001.6 | Cum | 58 ₹2,90,092.8 Lowest | 90 ₹4,50,144 | 100 ₹5,00,160 | 80 ₹4,00,128 | 150 ₹7,50,240 | 90 ₹4,50,144 | 100 ₹5,00,160 | 186 ₹9,30,297.6 | 150 ₹7,50,240 |
| 8.00Carriage of materials by mechanical transport. | ||||||||||||
| 8.10 | Sand for 23 Kms | 956 | Cum | 50 ₹47,800 | 150 ₹1,43,400 | 1 ₹956 Lowest | 20 ₹19,120 | 200 ₹1,91,200 | 60 ₹57,360 | 5 ₹4,780 | 286 ₹2,73,416 | 101 ₹96,556 |
| 8.20 | Stone aggregate below 40mm size for 23Kms. | 1,913.9 | Cum | 50 ₹95,695 | 150 ₹2,87,085 | 1 ₹1,913.9 Lowest | 20 ₹38,278 | 200 ₹3,82,780 | 60 ₹1,14,834 | 5 ₹9,569.5 | 286 ₹5,47,375.4 | 154 ₹2,94,740.6 |
Tender Value
₹3.9 Cr
EMD Value
₹7.9 L
Closing Date
20 Feb 2023, 4:00 pmClosed
ER. AGNINDER BAKSHI
O/o EXECUTIVE ENGINEER, JKSIDCO CONSTRUCTION DIVSION, GHATTI KATHUA
Construction of RCC feeder drain under village Mearth at Industrial Complex, Ghatti - Kathua.
2023_SIDCO_205053_1
e-NIT No. 12 of 2022-23 dated 08-02-2023 kathua
Open Tender
Civil Works
Item Rate
45 days
GHATTI KATHUA
Please refer Tender documents.
2 documents required · 2 mandatory
₹9,000
Executive Engineer, SIDCO Const. Division, Ghatti
₹7.9 L
24 Feb 2023
14 Feb 2023
21 Feb 2023
14 Feb 2023
20 Feb 2023
14 Feb 2023
Earthwork in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and bottom ramming and lift upto 1.5 mtr including getting out the excavated earth and disposal of surplus excavated earth within a lead of 50 mtrs from cutting edg: All kinds of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:5:10(1 cement:5 coarse sand 10 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:3:6(1 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement cocreate1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level.
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade Fe-500D or more.
Centering and shuttering for foundation footing bases of columns:-
Filling available excavated earth in trenches side of foundations etc.
Carriage of materials by mechanical transport.
Sand for 23 Kms
Stone aggregate below 40mm size for 23Kms.
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