Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.6 L+₹1.0 L (10.5%)Rejected-Finance HIMACHAL PRADESH | MANDI | HIMACHAL PRADESH | 175013 | L2 | Rejected-Finance Document were found in order L2 | |
| 3 | L3₹11.0 L+₹1.4 L (14.5%)Rejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | L3 | Rejected-Finance Document were found in order L3 | |
| 4 | L4₹11.2 L+₹1.7 L (17.4%)Rejected-Finance | L4 | Rejected-Finance Document were found in order L4 | |
| 5 | L5₹11.9 L+₹2.3 L (24.1%)Rejected-Finance HIMACHAL PRADESH HP | L5 | Rejected-Finance Document were found in order L5 |
Tender Value
₹13.2 L
EMD Value
₹30,000
Closing Date
19 Dec 2024, 5:00 pmClosed
DPO IDP Sirmaur at Nahan
DPO IDP Sirmaur at Nahan court road Nahan
Construction of Secondary Structure Minor Irrigation Scheme And Linking vill. Deeura Baag in G.P. Chhog Tali under APO. Rajgarh unit-II
2024_CPD1_96249_1
R112/Sec.str./24-25/
Open Tender
Agricultural or Forestry
Item Rate
60 days
Chhog Tali
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
DPO IDP Sirmour
₹30,000
4 Jan 2025
6 Dec 2024
20 Dec 2024
6 Dec 2024
19 Dec 2024
6 Dec 2024
Amount
C/O Secondary Structure /Linking
Excavation in fondation trench etc. in earth work lift upto 50mm stacking the excavated soil not more 3 metres clear from the edge of excavation then returing the stacked soil in 15 mm layers when requiiled in plinth side of foundation etc. consolidation each deposiled layer by remming & watering then disposing all surpluss excavated earth as disrected with in a lead of 20 metres. a) 50% All kinds of soil
b)50% Ordinary rock work.
Boulder filling dry hand packed tightly under floor of tank
Providing and laying cement concrete work 1:5:10( 1cement:5 sand:10 graded stone aggregate 40mm nominal size) and curing complate excluding cost of work in foundation & plinth.
Providing and laying cement concrete work 1:1.5:3((1cement:1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complate excluding cost of work and reinforcement for reinforced concrete work in suspended floor landing and shelves and their support balconies beam girderd, bressmeers and cantilever uo to floor two level. Flat Surface base slab
Providing and laying cement concrete work 1:1.5:3((1cement:1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complate excluding cost of work and reinforcement for reinforced concrete work in suspended floor landing and shelves and their support balconies beam girderd, bressmeers and cantilever uo to floor two level.Vertical surface wall of tank
Providing & form work with steel plate 3.15 mm thick welded with angle iron in frame 30x30x5 mm. soas to give a rough finishing including centring shuttering.strutting and propping and centering below supporting float to ceiling not exceeding 4 mtrs and removal of the same for institu reinforced concrate work in.
Providing and laying of tor/ mild steel reinforcement for RCC work including bending binding and placing in position complate up to floor two level @ 75 kg per cum
10mm thick cement plaster laid in 1:4 including curring complate
Providing and fixing M/S gate valve 2 inch dia (Market Rate)
Providing and fixing of G.I. pipe 2 inch dia (Market Rate)
Providing and fixing M/S angle 35x35x5 (Market Rate) Barbed wire 4 Rounds (Market Rate)
Providing and fixing sign board size 0.6x.45 with writing as desired
Excavation in drains and channels etc. in earth work, including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. and lift upto 1.50 mtrs. disposed earth to be leveled and neatly dressed in pick & jumper work.(for laying 75 MM dia HDPE Pipe)
Providing and laying, jointing in position HDPE Pipe of grade PE 80 Prossura Rating PN-8 SDR 13.6 confirming to IS: 4984:1995 and suitable for the respective working pressure with all fittings and accessories e.g. coupling, tees, bends, reducers, screwed adater, flanged tail pieces etc. following dia meter and pressure class complete in all respect.75 MM Dia
Karan jeet Attri (BID ID -463037)
Ashok Kumar (BID ID -463317)
Pariksha Chauhan (BID ID -459653)
ROHIT KUMAR (BID ID -463558)
stage.html
html • 0.05 MB
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 .