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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance VILL ALAGAN PO BATHERI TEHSIL PADAHAR DISTT MANDI HP | MANDI | HP | L1 | Accepted-Finance lowest | |
| 2 | L2₹12.2 L+₹32,703 (2.77%)Rejected-Finance | L2 | Rejected-Finance Not lowest | |
| 3 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | Rejected-Technical Not qualify | |
| 4 | Rejected-Technical R O VILLAGE P O CHARATGARH TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | - | Rejected-Technical Not qualify | |
| 5 | Rejected-Technical | - | Rejected-Technical Not qualify |
Tender Value
₹6.7 L
EMD Value
₹13,310
Closing Date
13 Mar 2019, 5:00 pmClosed
Executive Engineer Shillai
Executive Engineer Shillai HPPWD Division Shillai
A/R and M/O to Rast Manal Chunoti road Km 0/0 to 6/0 (Sh- Construction Edge wall with W-metal Beam crash barrier at RD 0/075 to 0/195)
2019_PWD_27914_4
SHILLAI/16146-16245 DATED-16-2-2019
Open Tender
Civil Works
Item Rate
60 days
Shillai
as per bidder document
11 documents required · 11 mandatory
₹350
EE Shillai
₹13,310
19 May 2021
27 Feb 2019
14 Mar 2019
27 Feb 2019
13 Mar 2019
27 Feb 2019
Amount
Earthwork in excavation in all heights and depths in all kinds of soils for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and erecting Type-A "W" metal beam crash barrier comprising of 3mm (Three millimetre) thick corrugated sheet metal beam double rail to be kept 130 cm (One hundred thirty centimetre). above road/ ground level fixed on IS.MC series channel vertical post . 150x75x5mm ( One hundred fifty isto seventy five isto five milimeter) spaced 2.0 (Two) meter centre to centre to be kept 2.0mtr. ( Two)meter height and to be kept 1.10 ( One point Ten)meter below ground / road level, all steel part and filaments to be galvanized by hot dip process, all fittings to conform to I.S.1367 and I.S. 1364 as amended up to date, metal beam rail to be fixed on the vertical post with space of channel section 150x75x5mm, 300mm ( One hundred fifty into seventy five into Five, Three hundred millimetre)long complete as per clause-810. conforming to MORT and H ( Ministry of road Transport and Highway) specifications (Latest revision) including all fitting required for erection, including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203 ( Eight hundred two,eight hundred three, one thousand two hundred two & one thousand two hundred three) nomial mix 1:1.5:3 (Plain cement concrete One cement : One and Half sand : three aggregate) 20mm (Twenty milimeter) nominal size including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.
Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge.
Madan Singh
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