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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-Finance | ₹1.6 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹2.1 L+₹47,770 (29.2%)Rejected-Finance | ₹2.1 L+₹47,770 (29.2%) | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹2.1 L+₹48,546 (29.6%)Rejected-Finance | ₹2.1 L+₹48,546 (29.6%) | L3 | Rejected-Finance Due to highest rate |
| 4 | L4₹2.1 L+₹50,362 (30.7%)Rejected-Finance | ₹2.1 L+₹50,362 (30.7%) | L4 | Rejected-Finance Due to highest rate |
Tender Value
₹1.9 L
EMD Value
₹3,882
Closing Date
11 Aug 2026, 11:00 amClosed
Executive Engineer
JSV Division Shahpur
(SH- Construction of Pannel fancing around the Pump House.)
2026_HPIPH_140382_1
SHP/KNG15-754/EA-I/NIT/2026- 4081-4130 dt 01/08/2026
Open Tender
Civil Works
Item Rate
90 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹3,882
24 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
1 Aug 2026 - 11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 earthwithin a lead of 20 mtrs. pick and jumper work as directed within all leads and lift as per entiresatisfaction of Engineer-in-charge | 19.2 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth within all leads and lifts . | 3.6 | Cum | - | - |
| 3 | Providing 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 in F & P :-. | 48 | Sqmt | - | - |
| 4 | 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 Foundations and plinth. Within all leads and lifts. | 21.6 | Cum | - | - |
| 5 | Fixing of Pannel fencing of size 1.60mx1.20mx25 of Jalli 25x 25mm MS mesh welded with MS black tube of 32mm dia 1.80m height of 14 gauge with MS flats 20x3mm including cutting welding painting with read oxide paint complete the fixed in jail of 25x25mm mesh should be fixed in 1.10x1.10m the work should be executed as per the entire satisfaction of the Engineer-in-Charge complete within all leads and lifts. | 24 | Nos | - | - |
| 6 | Brick work using common clay building bricks in super-structure above plinth level( Second class bricks).Cement Mortar 1:4(1cement, 4 sand) within all leads and lifts. | 5.02 | Cum | - | - |
| 7 | Steel work welded in built up sections,trusses and framed work, including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint:- In beams ,joints, channels angle cleats as in main and cross beams , lip and jack, rafters, pillers connected to common rafters and the like, angle iron gate etc. within all leads and lifts. | 40 | Kg | - | - |
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