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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹14.7 L+₹1.1 L (8.40%)Rejected-Finance V P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR 173029 | SIRMAUR | HIMACHAL PRADESH | 173029 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹15.5 L+₹2.0 L (14.6%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | Not Admitted-Fee/PreQual/Technical R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical HIMACHAL PRADESH HP | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹13.7 L
EMD Value
₹27,350
Closing Date
30 Nov 2019, 11:00 amClosed
Executive Engineer IPH Division Nahan
Executive Engineer IPH Division Nahan
Laying and jointing of GMS pipes for gravity main, distribution system and 20 Nos. anchor block
2019_HPIPH_32603_1
IPH-DN(Nahan)TA-Tender-19-20- 8876-8936 dt 7-11-19
Open Tender
Pipe Laying Works
Item Rate
90 days
Nahan
Please refer Tender documents.
10 documents required · 10 mandatory
₹400
Executive Engineer IPH Division Nahan
₹27,350
Yes
11 Feb 2020
13 Nov 2019
30 Nov 2019
13 Nov 2019
30 Nov 2019
13 Nov 2019
Amount
Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.
Laying and jointing in trenches galvanised mild steel tube (light grade) including tube fitting such as bend, tee, reducer, socket and union etc . (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.
50mm dia (M)
50mm dia (L)
65mm dia (M)
32mm dia (L)
Providing and fixing brass full way valves with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
50mm dia
32mm dia
Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge.
Providing and laying cement concrete 1:3:6 (1cement:3app.sand:6app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.
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 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
a)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.
kuldeep singh
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