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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-I₹30.9 LAccepted-AOC VILLAGE SIHAN PO GAGAL TEHSIL BALH DISTT MANDI | MANDI | HIMACHAL PRADESH | 175001 | L-I | Accepted-AOC L-I Accepted | |
| 2 | L-III₹31.0 LRejected-AOC ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | L-III | Rejected-AOC L-III Rejected | |
| 3 | L-II₹33.7 LRejected-AOC | L-II | Rejected-AOC L-II Rejected | |
| 4 | IV₹42.1 LRejected-AOC | IV | Rejected-AOC L-IV Rejected | |
| 5 | V₹43.1 LRejected-AOC VILLAGE BALI PO BEHLI TEHSIL NIHRI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | V | Rejected-AOC L-V Rejected |
Tender Value
₹32.4 L
EMD Value
₹81,000
Closing Date
29 Apr 2021, 5:00 pmClosed
SE (OP) Circle HPSEBL, Mandi
SE (OP) Circle HPSEBL, Mandi
Estimate for site development Retaining wall Breast wall for 33/11 KV Sub station Talyahar in ESD NO-II Under ESD HPSEBL Mandi
2021_HPSEB_46740_1
OCM/DB-23/2021-22-1/2021-22
Open Tender
Supply and Erection
Turn-key
180 days
SE (OP) Circle HPSEBL
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,130
Sr. Executive Engineer Electrical Division Mandi
₹81,000
18 Jun 2021
20 Apr 2021
1 May 2021
22 Apr 2021
29 Apr 2021
22 Apr 2021
Amount
Cutting in earth work and disposal of excavated earth up to a lead of 20 m:- (Pick work / Jumper work 50% each.
Excavation in foundations, trenches’ etc. in earth work, lift up to 1.50 mtr stacking the excavated soil not more than 3 mtr clear from the edge of the exaction and then returning the stacked soil in 15 cm, layers when required into plinths sides of foundations etc, consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 meters. (PW/JW). 50%each
Providing and laying cement concrete 1:5:10(1 cement :5 sand:10 graded stone aggregate 40mm nominal size) curing complete excluding the cost of form work in: Foundation and plinth.
Providing form work with steel plates 3.15mm thick welded with ahgle iron in frame 30x30x5mm so as to give fair finish i/c centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs etc. In
(i) vertical surface such as walls (any thickness) partitions and the like.
Providing and laying cement concrete 1:4:8 ( 1 cement :4 sand : 8 Graded stone aggregate 25 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc.
Providing and fixing PVC (D-Plast) rain water pipes-75mm dia. Pipe
Stone filling behind the Retaining walls
Random rubber masonry/ polygonal ruble masonry ( uncoursed/ brought to courses) with hard stones of approved quality in foundation in plinth including leveling up with cement concrete 1:6:12(1 cement:6 sand :12 graded stone aggregate 20 mm nominal size at plinths level in cement mortar 1:6 (1 cement :6 sand) in breast walls and retaining walls
Prem Singh
Anil Kumar
GARG SONS ESTATE PROMOTERS PVT LTD
ANKUSH VERMA
ROHIT RANA
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