Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹27.4 LAccepted-AOC V P O KOSRI TEHSIL JAISINGHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L-1 | Accepted-AOC Found Lowest one | |
| 2 | L-2₹28.9 L+₹1.5 L (5.50%)Rejected-Finance HIMACHAL PRADESH | L-2 | Rejected-Finance High rate quoted | |
| 3 | L-3₹30.0 L+₹2.6 L (9.49%)Rejected-Finance | L-3 | Rejected-Finance High rate quoted | |
| 4 | L-4₹33.2 L+₹5.9 L (21.4%)Rejected-Finance R O VILL AIMA P O TEHSIL PALAMPUR DISTT KANGRA H P | L-4 | Rejected-Finance High rate quoted | |
| 5 | L-5₹35.1 L+₹7.7 L (28.2%)Rejected-Finance | L-5 | Rejected-Finance High rate quoted |
Tender Value
₹45.8 L
EMD Value
₹91,550
Closing Date
30 Apr 2025, 5:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION PALAMPUR
Construction of wire crate and retaining wall to protect the office complex back side
2025_HPIPH_104191_1
HP IPH 607-657 DATED 21.04.2025
Open Tender
Civil Works
Item Rate
90 days
PALAMPUR
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
EXECUTIVE ENGINEER
₹91,550
4 Jul 2025
21 Apr 2025
1 May 2025
21 Apr 2025
30 Apr 2025
21 Apr 2025
Amount
Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer 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
Wire crates of galvanised iron wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge.
Wire crates made of galvanised iron wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately)Galvanised iron wire 5 milimetre thick corressponding to SWG-6 (15 centimetre x15 centimetre mesh) within all leads and lifts as per the direction of Engineer-in-charge.
Boulder filling/stone soling properly hand packed tightly/interstices with Kharanja stone under floor including carriage of material spreading, watering and rolling of hiding material moorum or earth etc. within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:3:6 (One cement is to three sand is to Six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth, retaining walls and breast wall within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:4:8 (One cement is to four sand is toEight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth, retaining walls and breast wall within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying 60 mm thick 3D superior quality interlocking paver block in Grey/ Colour cement M-35 to M-40 grade as per IS 15658-20069 of following make Deck, Rediron, Revomic & Vyara 60 mm thick and under layers of Sand 8 mm average thick complete in all leads and lifts and to the entire satisfaction of the Engineer-in-charge
Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
a) Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:5:10 (One cement is to five sand is to ten graded stone aggregate 40 milimetre nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls/breast walls, the size of plums shall usually be 150 milimetre to 300 milimetre as per HPPWD specification within all leads and lifts as per the direction of Engineer-in-charge.
Providing and fixing PVC pipe of of various dia for weep hole and drain within all leads and lifts as per the direction of Engineer-in-charge.
a) 50 mm dia
b) 65 mm dia
Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge.
Ravinder Kumar (BID ID -514232)
GALAXY ASSOCIATE (BID ID -513723)
SUBHASH CHAND GOVT. CONTRACTOR (BID ID -513896)
Kailash Constructions (BID ID -514205)
Sanjay Kumar (BID ID -514161)
Ravi Kumar Thakur (BID ID -513867)
stage.html
html • 0.06 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 • 0.04 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 .