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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Finance | ₹5.1 L | L1 | Admitted-Finance |
| 2 | L2₹5.4 LAdmitted-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹5.4 L | L2 | Admitted-Finance |
| 3 | L3₹5.5 LAdmitted-Finance | ₹5.5 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UDEY KUMAR L3 | M/S JASVEER ASSOCIATES L1 | Naveen Kumar L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 within all leads and lift as per entiresatisfaction of Engineer-in-charge | 22.45 | Cum | 685 ₹15,378.25 | 645 ₹14,480.25 | 680 ₹15,266 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding the cost of centring and shuttering in Pedistal ,Foundations and plinthwithin all leads and lifts. | 2.61 | Cum | 8,015 ₹20,919.15 | 7,827 ₹20,428.47 | 8,000 ₹20,880 |
| 3.00Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforces concrete work in :- | ||||||
| 3.01 | Foundation , footing, bases of columns and the like & mass concrete within all leads and lifts. | 6.84 | Cum | 12,020 ₹82,216.80 | 11,450 ₹78,318 | 12,000 ₹82,080 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for in situ work in reinforced concrete & plain concrete work:-. | ||||||
| 4.01 | Edges of slab and breaks in floors and walls under 20 cm wide complete within all leads and lifts. | 35.82 | Rmt. | 210 ₹7,522.20 | 218 ₹7,808.76 | 200 ₹7,164 |
| 5.00 | Providing tor /mild steel reinforcement for RCC work i/c bending,binding and placing in position complete upto floor two level within all leads and lifts. | 615.6 | Kg. | 120 ₹73,872 | 105 ₹64,638 | 115 ₹70,794 |
| 6.00 | Providing and fixing Zinc aluminium steel storage tank rising capacity 10000 HDG Dome structure supporting dome roof of zinc aluminium ic fitting i/c 01 No. linear heavy duty cage lodder G.I. 01 No. Nylon rope and aluminium step ledder, access hatch on roof, inlet, outlet and over flow nozzies, level indicator of material approved by STAC and warranty of 10 years i/c fixing of three tapes under the roof on outlet pipe complete in all respect. | 10,000 | Liter | 35 ₹3.5 L | 32.5 ₹3.3 L | 34 ₹3.4 L |
Tender Value
₹5.1 L
EMD Value
₹10,184
Closing Date
20 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Providing and fixing of One No. Zinc Aluminium Storage tank of capacity 10,000 ltrs
2026_HPIPH_134275_1
EE/JSDS/NIT/2026- 205-54 dated- 13/04/2026
Open Tender
Civil Works
90 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹10,184
20 Apr 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
13 Apr 2026 - 20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 within all leads and lift as per entiresatisfaction of Engineer-in-charge | |||||
| 2 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding the cost of centring and shuttering in Pedistal ,Foundations and plinthwithin all leads and lifts. | 2.61 | Cum | - | - |
| 3Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforces concrete work in :- | |||||
| 3.01 | Foundation , footing, bases of columns and the like & mass concrete within all leads and lifts. | 6.84 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for in situ work in reinforced concrete & plain concrete work:-. | |||||
| 4.01 | Edges of slab and breaks in floors and walls under 20 cm wide complete within all leads and lifts. | - | Rmt. | - | - |
| 5Providing tor /mild steel reinforcement for RCC work i/c bending,binding and placing in position complete upto floor two level within all leads and lifts. | |||||
| 6 | Providing and fixing Zinc aluminium steel storage tank rising capacity 10000 HDG Dome structure supporting dome roof of zinc aluminium ic fitting i/c 01 No. linear heavy duty cage lodder G.I. 01 No. Nylon rope and aluminium step ledder, access hatch on roof, inlet, outlet and over flow nozzies, level indicator of material approved by STAC and warranty of 10 years i/c fixing of three tapes under the roof on outlet pipe complete in all respect. | 10,000 | Liter | - | - |
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