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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Finance | ₹1.7 L | L1 | Admitted-Finance |
| 2 | L2₹1.9 L+₹19,829.76 (11.6%)Admitted-Finance R O BINDLA P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR H P | ₹1.9 L+₹19,829.76 (11.6%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jagdish L2 | RRAJESH KUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. | 8.06 | Cum | 580 ₹4,674.8 | 550 ₹4,433 Lowest |
| 2.00 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. | 0.95 | Cum | 9,500 ₹9,025 | 9,000 ₹8,550 Lowest |
| 3.00P/L cement conc 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing complete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge | |||||
| 3.01 | Foundations, footings, basses of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 0.95 | Cum | 10,900 ₹10,355 | 10,800 ₹10,260 Lowest |
| 3.02 | Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 1.93 | Cum | 13,500 ₹26,055 | 12,500 ₹24,125 Lowest |
| 4.00Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work | |||||
| 4.01 | Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels | 1.92 | Cum | 13,500 ₹25,920 | 12,500 ₹24,000 Lowest |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | |||||
| 5.01 | Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 39.05 | Sqm | 700 ₹27,335 | 600 ₹23,430 Lowest |
| 6.00 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. | 268.98 | Kg | 110 ₹29,587.8 | 108 ₹29,049.84 Lowest |
Tender Value
₹1.6 L
EMD Value
₹3,284
Closing Date
29 Jul 2026, 5:00 pmClosed
EE CHAUNTRA
EE JSD CTR
Restoration of rain damages to WSS Passal Sukhbag in Tehsil Joginder Nagar Distt Mandi HP. SH CO intake chamber 03 Nos , butt welding of 65 mm 100 mm dia and Co Anchor block under PDNA
2026_HPIPH_139488_1
EE-CTR-TA-5139-88 dated 17.07.2026-16
Open Tender
Pipe Laying Works
Item Rate
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Yes
EE CHAUNTRA
₹3,284
18 Aug 2026
20 Jul 2026
30 Jul 2026
20 Jul 2026
29 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. | 8.06 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. | 0.95 | Cum | - | - |
| 3P/L cement conc 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing complete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge | |||||
| 3.01 | Foundations, footings, basses of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 0.95 | Cum | - | - |
| 3.02 | Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 1.93 | Cum | - | - |
| 4Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work | |||||
| 4.01 | Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels | 1.92 | Cum | - | - |
| 5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | |||||
| 5.01 | Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts. | 39.05 | Sqm | - | - |
| 6 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. | 268.98 | Kg | - | - |
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