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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-Finance CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L1 | Accepted-Finance lowest | |
| 2 | L2₹17.5 L+₹40,626 (2.38%)Rejected-Technical VILLAGE DOGADHAR PO BAJAURA TEHSIL BHUNTER DISTT KULLU H P | L2 | Rejected-Technical Not qualify | |
| 3 | Rejected-Technical | - | Rejected-Technical Not qualify | |
| 4 | Rejected-Technical CHOKHNA TEHSIL GHUMARWIN DISTT BILASPUR HP | - | Rejected-Technical Not qualify | |
| 5 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | Rejected-Technical Not qualify |
Tender Value
₹9.1 L
EMD Value
₹18,300
Closing Date
1 Jan 2020, 5:00 pmClosed
EE Shillai
Executive Engineer HPPWD Division Shillai
Construction of link road from village Bharli to village Rudana Thada Zizla Km 0/0 to 4/00 ( SH- Construction of 5/7 Mtr wide formation cutting , C.D. works and P/L Soling in Km 0/0 to 4/0)( SW- construction of Retaining wall with PCC 1-4-8 at RD
2019_PWD_33610_9
NO-PW/SD/CB/TA/19-20-8793-8892 DATED-10-12-2019
Open Tender
Civil Works - Roads
Item Rate
60 days
Shillai
pease refer to tender document
11 documents required · 11 mandatory
₹350
Yes
EE Shillai
₹18,300
27 May 2021
23 Dec 2019
2 Jan 2020
23 Dec 2019
1 Jan 2020
23 Dec 2019
Amount
Earthwork in excavation in all heights and depths in all kinds of soils including saturated soil comprising of mixed soil, ordinary rock and hard rock. 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 1:4:8 (One cement :four Sand: Eight graded stone aggregate 25mm (twenty five 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.
Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred milimetre) dia AC pipe extending through the full width of the structure with slope of 1(v) : 20 (H) toward drawing face complete as per drawing and technical specification clause 614,709, 1204.3.7. including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
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.
SUNDER SINGH
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