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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | L1 | Accepted-Finance L1 | |
| 2 | L2₹23.8 L+₹19,749.44 (0.84%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | L2 | Rejected-Finance L2 | |
| 3 | L3₹26.6 L+₹3.0 L (12.8%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | L3 | Rejected-Finance L3 | |
| 4 | L4₹27.5 L+₹3.9 L (16.6%)Rejected-Finance JOGINDER NAGAR | AMRITSAR | PUNJAB | 143001 | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | - | Rejected-Technical Non Responsive |
Tender Value
₹28.1 L
EMD Value
₹56,294
Closing Date
12 Jan 2023, 10:50 amClosed
DFO JOGINDER NAGAR
DFO OFFICE JOGINDER NAGAR
C/o Jal Bhandaran Weir Providing and Fixing MS Gate and Barbed Wire Fencing
2023_FD_67038_1
DFO JNR 8325 DATED 4.01.2023
Open Tender
Civil Works - Water Works
Item Rate
90 days
Mulsoo
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Payable To DFO JOGINDER NAGAR
₹56,294
23 Jan 2023
5 Jan 2023
12 Jan 2023
5 Jan 2023
12 Jan 2023
5 Jan 2023
Amount
Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/ wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge 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 layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge complete within all leads, lifts, carriage and other incidentals.
Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work foundation and plinth in complete within all leads, lifts, carriage and other incidentals.
Providing and laying cement concerete 1:1 1/2:3 ( 1 cement :1 1/2 sand :3graded stone aggregate 20 mm moninal siza) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in complete within all leads, lifts, carriage and other incidentals.
In foundation
Vertical surfaces such as walls ( any thickness) partitions and the like including attached buttresses.plinth and string courses and the like complete within all leads, lifts, carriage and other incidentals.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring. Shuttering, strutting and proppping etc. with wooden battens and balllies height of propping and centering below supporing floor two level complete within all leads, lifts, carriage and other incidentals.
Vertical surfaces such as walls ( any thichknes) partitions and the like i/c attache pillasres buttresses. Plinth & string courses and the complete within all leads, lifts, carriage and other incidentals.
Providing and laying cement concrete 1:5:10 ( 1 cement :5 Sand :10 Graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in retaining walls/ Breast walls , as HPPWD specifications complete within all leads, lifts, carriage and other incidentals.
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 gratting, framed guard bar, ladders, railling brackets and similar works complete within all leads, lifts, carriage and other incidentals.
Excavation in foundation and trenches etc. in earth work in all kind of soil such as pick work jumper work , saturated soil including bailing or pumping out water, blasting soft/ hard rock, chiselling soft/hard rock where blasting of prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavation and then returning the excavated soil in 15 cm.layers includig consolidating each deposited layer by ramming, watering and then desposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering and dewatering where ever required as per direction of the Engineer -in-charges complete within all leads, lifts, carriage and other incidentals.
Wire Crates made of GI Wire filed with boulders with square cut faces against the wire complete within all leads, lifts, carriage and other incidentals.
Wire crates made of GI Wire 5mmthick corresponding to 6 SWG-150x150 MM mesh filled with boulders with squarecut faces against the wire complete within all leads, lifts, carriage and other incidentals.
Providing and fixing 1.8 m high barbed wire fencing with angle iron posts 2.50m high 50x50x5mm,2.50m c/c with 9 horizontal rows and 2 diagonal rows of barbed wire embedded cc 1:4:8 complete in all respect with in all leads and lift, carriage of material and other incidental charges complete in all respect as per the direction ofEngineer in Charge complete within all leads, lifts, carriage and other incidentals.
LEKH RAJ
PAWAN KUMAR
ANIL KUMAR RANA
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