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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-Finance R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | L1 | Accepted-Finance lowest | |
| 2 | L2₹10.7 L+₹72,899 (7.34%)Rejected-Finance R O VILL KHANAR P O MUNDU TEH THEOG DISTT SHIMLA 171226 | SHIMLA | HIMACHAL PRADESH | 171226 | L2 | Rejected-Finance Not lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Not full fill the criteria | |
| 4 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | Rejected-Technical Not full fill the criteria | |
| 5 | Rejected-Technical | - | Rejected-Technical Not full fill the criteria |
Tender Value
₹5.0 L
EMD Value
₹9,950
Closing Date
12 May 2020, 5:00 pmClosed
EE Shillai
Executive Engineer HP PWD Division Shillai
Restoration of rain Damages on Shillai Naya Kandi Sundrari road Km 0/0 to 7/500 (SH - Construction of wire crates Retaining wall with Toe wall at RD 0/105 to 0/120)
2020_PWD_36817_1
PW-SD-TA-2020-57-156 dated-20-4-2020
Open Tender
Civil Works - Roads
Item Rate
30 days
Shillai
please refer to tender document
16 documents required · 16 mandatory
₹350
EE Shillai
₹9,950
28 May 2021
1 May 2020
13 May 2020
1 May 2020
12 May 2020
1 May 2020
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 laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.1:4:8(One cement: Four Sand:Eight graded stone aggregate)25 mm (twenty five milimetre)nominal size including carriage of material in all leads and lifts as per the direction of the Engineer- in- charge.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm ( One hundred milimeter) dia AC pipe extending through the full width of the structures with slope of 1(One vertical):20(Twenty Horizential) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7, including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire( wire crates to be measured and paid for separately) within all leads lifts.and carriage of material as per the direction of the Engineer Incharge.
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire ( Boulders to be measured and paid for separately) G.I. wire 4mm ( Four milimetre) thick corresponding to SWG-8 (Eight) 15cmx15cm (Fifteen centimetre into Fifteen centimetre) mesh.within all leads lifts.and carriage of material as per the direction of the Engineer Incharge.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 with granular material.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
narender singh
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