Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | L1 | Accepted-AOC Work awarded | |
| 2 | L2₹20.1 L+₹98,180 (5.13%)Rejected-Finance VILL BANOUN PO JABRI TEHSIL DISTT SHIMLA HP | L2 | Rejected-Finance Rejected | |
| 3 | L3₹21.8 L+₹2.7 L (13.8%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹21.9 L+₹2.8 L (14.6%)Rejected-Finance VILLAGE DHARMEHAR P O JHATINGRI TEHSIL PADHAR DISTT MANDI H P | L4 | Rejected-Finance Rejected | |
| 5 | Not Admitted-Fee/PreQual/Technical R O VILLAGE CHAMERA P O RAWLAKIAR TEHSIL KOTKHAI DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 171001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹27.1 L
EMD Value
₹48,100
Closing Date
17 Nov 2023, 11:00 amClosed
Executive Engineer
Jal Shakti Division Solan
Restoration of rain damages of providing LWSS to various villages in Kasauli constituency from Giri River in Tehsil Kasauli District Solan HP Sub Head _ Construction of protection work and repair of anchor blocks welding of Rising Main Under JJM
2023_HPIPH_81238_1
JSV-DS-TA-NIT-2023- 12999-13098 dated 07.11.2023
Open Tender
Civil Works - Others
Item Rate
90 days
Kasauli Constituency
Please refer to tender documents
2 documents required · 2 mandatory
₹400
₹48,100
Yes
16 Apr 2024
7 Nov 2023
17 Nov 2023
7 Nov 2023
17 Nov 2023
7 Nov 2023
7 Nov 2023 - 17 Nov 2023
Amount
Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge.
Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS: 814-1991 including die pentration test, at site of work in all leads and lifts & as per directed of the Engineer in-charge.
Butt welding 350 mm MSERW pipe 600 Rmt.
Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.and as per the direction of Engineer-n-charge.including entire carriage of material upto all leads and lifts.
Providing and laying cement concrete 1:6:12(1cement:6sand:12graded stone aggregate 40mm nominal size and curing complete excluding cost of centering and shuttering in foundation and plinth including entire carriage of material upto all leads and lifts.
Providing and laying cement concrete 1:2:4(1cement:2approved sand:4app.graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts.
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 centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:-
Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts.
Providing tor steel reinforcement for RCC work including bending, winding and placing in position complete upto floor two level.as per the direction of Engineer-in-chief including entire carriage of material upto all leads and lifts.
NOKH RAM SHARMA
NEERO DEVI
SUKH RAM
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .