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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹4.1 L+₹47,137 (12.9%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹4.2 L+₹51,651 (14.1%)Rejected-Finance | L3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Ramesh Kumar Ranaik L2 | NITISH CHAUHAN L1 | ATTER SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 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 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 225.91 | Cum. | 580 ₹1,31,028 | 550 ₹1,24,251 Lowest | 600 ₹1,35,546 |
| 2.00 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge. | 2.32 | Cum. | 12,000 ₹27,840 | 11,500 ₹26,680 Lowest | 12,500 ₹29,000 |
| 3.00 | Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification. | 13.59 | Cum. | 14,500 ₹1,97,055 | 12,000 ₹1,63,080 Lowest | 14,499 ₹1,97,041 |
| 3.01Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | ||||||
| 3.02 | i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like. | 23 | Sqm. | 600 ₹13,800 | 500 ₹11,500 Lowest | 625 ₹14,375 |
| 4.00Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge. | ||||||
| 4.01 | 15 mm dia. | 375 | Rmt. | 35 ₹13,125 | 32 ₹12,000 Lowest | 32 ₹12,000 Lowest |
| 5.00 | 32 mm dia. | 600 | Rmt. | 50 ₹30,000 | 47 ₹28,200 Lowest | 49 ₹29,400 |
Tender Value
₹3.1 L
EMD Value
₹6,260
Closing Date
24 Sept 2025, 11:00 amClosed
EE Nerwa
EE Nerwa
SH Laying and jointing of GI pipe various dia Plum CC R wall at source Under CRF.
2025_HPIPH_115044_1
JSV-ND-CB-Ten/2025/4398-4447
Open Tender
Civil Works
Item Rate
30 days
JSV Division Nerwa
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Nerwa
₹6,260
28 Oct 2025
17 Sept 2025
24 Sept 2025
17 Sept 2025
24 Sept 2025
17 Sept 2025
Amount
Excavation in foundations , trenches etc., in earth work , lift up to 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 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.
Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.
Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.
i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like.
Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge.
15 mm dia.
32 mm dia.
Ramesh Kumar Ranaik (BID ID -560038)
ATTER SINGH (BID ID -560249)
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