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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-Finance HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | 1 | Accepted-Finance Lowest | |
| 2 | 2₹6.5 L+₹91,897 (16.3%)Rejected-Finance VILL BASAHARA PO KARTOT TEHSIL RAMPUR DISTT SHIMLA | SHIMLA | 2 | Rejected-Finance Higher | |
| 3 | 3₹6.7 L+₹1.1 L (18.7%)Rejected-Finance R O VILL P O NAIN TEHSIL BARSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | 3 | Rejected-Finance Higher | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹14,700
Closing Date
2 Feb 2022, 11:00 amClosed
DPO, IDP, Mandi
District Project Officer, Integrated Development Project, Bhiuli, Near Score Road, Mandi (HP)
C/O Earthen Run-off Dam at Joli Nallah Gram Panchayat Mandal under APO Unit Sundernagar for the year 2021-22
2022_CPD1_55959_1
69/2021-22
Open Tender
Civil Works - Water Works
Item Rate
60 days
Joli Nallah GP Mandal
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
DPO, IDP
₹14,700
2 Feb 2022
21 Jan 2022
2 Feb 2022
21 Jan 2022
2 Feb 2022
21 Jan 2022
21 Jan 2022 - 1 Feb 2022
Amount
Annexure-A
Clearing of jungle i/c uprooting of rank vegetation, grass, brushwood, trees and saplings girth upto 30 cm
Excavation in foundation by mechanical means/ manual means in trenches or drain i/c dressing of sides and ramming of bottoms lift upto 1.50 mtr. i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 mtr.
Site Cutting for encoring and disposal of excavated earth upto a lead of 50 mtr. By mechanical means/ manual means i/c getting out the disposal of excavated earth and lift upto 1.50 mtr.
Construction of core wall/puddle core wall for percolation dam
Earth work in rough excavation banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller on minimum 8 tonnes and dressing up in embankment for roads flood bank marginal bank & guide bank etc. lead upto 50 mtr. and lift upto 1.50 mtr. all kinds of soil
Earth work in rough excavation banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller on minimum 8 tonnes and dressing up in embankment for roads flood bank marginal bank & guide bank etc. lead upto 50 mtr. and lift upto 1.50 mtr. all kinds of soil
Providing & laying C:C, 1:5:10 (1 Cement: 5 Sand: 10 Aggregate) Aggregate 40 mm nominal size
Providing & laying C:C, 1:3:6 (1 Cement: 3 Sand: 6 Aggregate) Aggregate 20 mm nominal size
Providing & laying form work centering shuttering i/c strutting propping etc. and removal of form
Providing and Laying stone pitching 22.5 cm, thick i/c supply of stone and preparing surface complete
Gopal Singh
PARVEEN KUMAR
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