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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.5 LAdmitted-Finance VILLAGE VILLAGE TEHSIL BAIJNATH DISTRICT KANGRA | MANDI | HIMACHAL PRADESH | 175013 | ₹54.5 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 4 | Not Admitted-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | AMIT CHOUDHARY L1 |
|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind of soil in all leads and lifts such as spade work,pick work, jumper work, saturated/unsaturated soil blasting work in soft /hard rock,chiselling/wedging out rocks, where blasting is prohibited in all leads and lifts stacking the usefull material available from cutting work and handing over the usefull material to the department free of cost as per direction of the Engineer-in-Charge with in all leads and lifts. | 1,263.95 | Cum. | 30 ₹37,918.50 |
| 2.00 | Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 38.23 | Cum. | 380 ₹14,527.40 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | ||||
| 3.01 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | 128.8 | Sqm | 200 ₹25,760 |
| 4.00 | Providing and fixing 100mm dia PVC pipe arrangement in weep hole including PVC mesh in all leads and lifts as per the direction of Engineer in charge. | 129 | Each | 100 ₹12,900 |
| 5.00 | Providing and laying cement concrete 1:4:8 ( One cement: Four sand: Eight graded stone aggregate forty millimeter nominal size )and curing complete excluding the cost of form in foundation and plinth within all leads and lifts | 143.28 | Cum. | 4,900 ₹7.0 L |
| 6.00 | Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge.The weight of each boulder should not be less than 18 kgs. | 390.63 | Cum | 1,900 ₹7.4 L |
| 7.00 | Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge. | 1,562.5 | Sqm | 330 ₹5.2 L |
| 8.00Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) | ||||
| 8.01 | 80mm dia | 4,000 | Rmt. | 850 ₹34 L |
Tender Value
₹67.6 L
EMD Value
₹1.4 L
Closing Date
27 Mar 2026, 5:00 pmClosed
Executive Engineer
JSV katrauin
Providing laying jojting and testing of GI ipoies
2026_HPIPH_131952_1
10549-598 dated 16.3.2026
Open Tender
Civil Works
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹1.4 L
1 Apr 2026
19 Mar 2026
28 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Cutting in earth work in all kind of soil in all leads and lifts such as spade work,pick work, jumper work, saturated/unsaturated soil blasting work in soft /hard rock,chiselling/wedging out rocks, where blasting is prohibited in all leads and lifts stacking the usefull material available from cutting work and handing over the usefull material to the department free of cost as per direction of the Engineer-in-Charge with in all leads and lifts. | - | Cum. | - | - | BI01010001010000000000000515BI0100001113 | |
Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | - | Cum. | - | - | BI01010001010000000000000515BI0100001114 | |
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | - | - | - | - | BI01010001010000000000000515BI0100001115 | |
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 | |
Providing and fixing 100mm dia PVC pipe arrangement in weep hole including PVC mesh in all leads and lifts as per the direction of Engineer in charge. | - | Each | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying cement concrete 1:4:8 ( One cement: Four sand: Eight graded stone aggregate forty millimeter nominal size )and curing complete excluding the cost of form in foundation and plinth within all leads and lifts | - | Cum. | - | - | BI01010001010000000000000515BI0100001118 | |
Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge.The weight of each boulder should not be less than 18 kgs. | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge. | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) | - | - | - | - | BI01010001010000000000000515BI0100001121 | |
80mm dia | - | Rmt. | - | - | BI01010001010000000000000515BI0100001122 |
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