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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.0 LAccepted-AOC | L-1 | Accepted-AOC Found Lowest One | |
| 2 | L-2₹9.0 L+₹2.1 L (29.9%)Rejected-Finance R O VILL AIMA P O TEHSIL PALAMPUR DISTT KANGRA H P | L-2 | Rejected-Finance High rate quoted | |
| 3 | L-3₹15.2 L+₹8.3 L (119.1%)Rejected-Finance VILLAGE DOHAL PO PATTI TEHSIL PALAMPUR DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | L-3 | Rejected-Finance High rate quoted |
Tender Value
₹19.2 L
EMD Value
₹38,440
Closing Date
2 Sept 2022, 11:00 amClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION PALAMPUR
Laying, jointing and testing of galvanized iron pipe of various dia
2022_HPIPH_64134_1
HPIPH 9073-9115 DATED 26.08.2022
Open Tender
Pipe Laying Works
Item Rate
90 days
PALAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹400
₹38,440
Yes
3 Feb 2023
26 Aug 2022
2 Sept 2022
26 Aug 2022
2 Sept 2022
26 Aug 2022
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 within all leads and lifts.
Laying, jointing and testing in trenches galvanised mild steel tubes, tube fitting (Light grade) of following dia. (Earth work in trenches to be measured and paid for separately) with in all respect as per the satisfaction of Engineer-in-charge.
a) 20 milimetre dia Node 49-75 RD 420/0 to 540 = 540 Rmt. Node No.54-55 RD 420 to 790 = 370 Rmt. Node No.62-64 RD 970/0 to 590 = 590 Rmt.
b) 25 milimetre dia Node No.50-51 RD 1150 to 1650 = 500 Rmt. Node No.52-54 RD 2070/0 to 420 = 420 Rmt. Node No.62-63 RD 870 to 1850 = 980 Rmt. Node No.58-60 RD 810/0 to 840 = 840 Rmt.
c) 32 milimetre dia Node No.49-50 RD 420 to 1150 = 730 Rmt. Node No.52-53 RD 1850 to 1950 = 100 Rmt. Node No.61-62 RD 670 to 870 = 200 Rmt. Node No.56-57 RD 600 to 1180 = 580 Rmt.
d) 40 milimetre dia Node No.82-49 RD 1890/0 to 420 = 420 Rmt. Node No.82-52 RD 1890/0 to 1850 = 1850 Rmt. Node No.84-61 RD 2070/0 to 670 = 600 Rmt. Node No.83-56 RD 1620/0 to 600 = 600 Rmt. Node No.58-59 RD 810 to 1380 = 570 Rmt. Node No.85-69 RD 2220/0 to 450 = 450 Rmt.
e) 50 milimetre dia Node No.80-82 RD 2960/0 to 1450 = 1450 Rmt. Node No.83-58 RD 1620/0 to 810 = 810 Rmt.
f) 65 milimetre dia Node No.3-84 RD 3750/0 to 1750 = 1750 Rmt.
SUBHASH CHAND GOVT. CONTRACTOR
GANTANTAR THAKUR
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