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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹12.2 LAccepted-AOC VILLAGE BADITTER P O JOURE AMB TEHSIL BADSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | L-1 | Accepted-AOC Accepted as L-1 and work awarded | |
| 2 | L-2₹12.7 L+₹47,591.14 (3.91%)Rejected-AOC | L-2 | Rejected-AOC Accepted as L-2 | |
| 3 | L-3₹13.0 L+₹82,838.61 (6.80%)Rejected-AOC BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | L-3 | Rejected-AOC Accepted as L-3 | |
| 4 | L-4₹13.0 L+₹84,512.72 (6.94%)Rejected-AOC R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | L-4 | Rejected-AOC Accepted as L-4 | |
| 5 | L-5₹14.1 L+₹2.0 L (16.0%)Rejected-AOC | L-5 | Rejected-AOC Accepted as L-5 |
Tender Value
₹17.4 L
EMD Value
₹33,560
Closing Date
25 Nov 2023, 11:00 amClosed
Executive Engineer JSV Division Barsar
Executive Engineer JSV Division Barsa
SH-Construction of RCC Dyke 125 mtrs long- under flexi funds
2023_HPIPH_81561_1
22883-943 dt. 16.11.2023
Open Tender
Civil Works
Item Rate
60 days
under JSV Sub Division Barsar
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
Yes
Executive Engineer JSV Division Barsa
₹33,560
Yes
8 Feb 2024
18 Nov 2023
25 Nov 2023
18 Nov 2023
25 Nov 2023
18 Nov 2023
Amount
Excavation in foundation , trenches etc., in all kinds of soil such as pickwork, jumper work blasting work, in soft / hard rock, including chiseling wedging out of rocks clearance of bushes etc.including shoring, dewatering etc. in all leads and lifts stacking the excavated soil upto any lead and lift clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth , sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus earth within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge .
With dewatering .
Without dewatering .
Providing and laying cement concrete work 1:4:8(1cement :4 Sand :8 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth in all leads & lifts & to the entire satisfaction of Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.
Foundation, footing, bases of columns and the like mass concrete as per the like with in all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.
Vertical surfaces such as wall (any thick.) partitions & the like including attached pillasters, buttresses,plinth & string courses & the like with in all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.
Providing and laying cement concrete 1:2:4 ( 1cement :2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :
In foundation,footing.bases of columns & the like & the mass concrete complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.
Walls ( any thickness but not less than 0.1 mts. Thickness) attached pillasters , buttresses plinth and string courses etc. from topof foundation level upto floow to level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.
Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level including carriage of material complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.
Wire crate made of G.I. wire filled with boulders quarried stones not less than 18 kg. with square cut faces against the wire (wire crate tobe measured and paid for seperately) complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling tobe measured and paid for seperately)G.I. wire 5mm thick corresponding to SWG 6 (15cmx15cm mesh) size of crate 1.25x1.25x1.25 complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Excavation insoil inhilly area by mechnical means including cutting and trimming of sides slopes and disposing of excavated earth with all leads and lifts. complete in all respect to the entire satisfaction as directed by the Engineer-in-charge of the site of work.
BHARAT KUMAR
SURESH KUMAR
ASHWANI KUMAR
manglesh thakur
Kewal singh
Parmjeet Sharma
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