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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹11.9 L+₹4,250 (0.36%)Rejected-Finance CONTRACTOR VILLAGE PARDUNI P O GIRINAGAR TEHSIL PAONTA SAHIB DISTRICT SIRMOUR H P | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹12.6 L+₹67,957 (5.72%)Rejected-Finance VILLAGE SERKHI P O PAB MANAL TEHSIL SHILLAI DISTRICT SIRMOUR H P | PAB MANAL | SIRMOUR | HIMACHAL PRADESH | 173027 | L3 | Rejected-Finance Not lowest | |
| 4 | L4₹12.6 L+₹74,595 (6.28%)Rejected-Finance VILLAGE BANDLI PO KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR HP | BANDLI | SIRMOUR | HIMACHAL PRADESH | L4 | Rejected-Finance Not lowest | |
| 5 | L5₹12.7 L+₹77,654 (6.54%)Rejected-Finance | L5 | Rejected-Finance Not lowest |
Tender Value
Refer Docs
EMD Value
₹34,700
Closing Date
19 Jun 2021, 5:00 pmClosed
EE Shillai
Executive Engineer HPPWD Division Shillai
Construction of link road from Uttri to Kumarli via Patan Km 0/0 to 2/500 (SH- Construction of 6nos 900 mm dia RCC Hume Pipe Culvert at RD 0/300,0/725,1/420,1/655,1/675 and 0/140 Patan side)
2021_PWD_48240_7
TA2021-1004-1103dt 25-05-21
Open Tender
Civil Works - Roads
Item Wise
90 days
Shillai
please refer to tender document
11 documents required · 11 mandatory
₹500
₹34,700
8 Apr 2022
8 Jun 2021
21 Jun 2021
8 Jun 2021
19 Jun 2021
8 Jun 2021
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 nominal mix1:2.5:5 (One cement : Two and Half Sand: five graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in sub structure complete as per drawing and HP.PWD. technical specifications.clauses 802,804,805,806,1202 and 1204 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer - in- charge.
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.
Providing and laying concrete for plain/reinforced concrete nominal mix1:2.5:5 (One cement : Two and Half Sand: five 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 802,804,805,806,1202 and 1204 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer - in- charge.
Providing and lying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303.(One thousand three hundred three) Rubble stone laid in cement mortor 1:3. ( One cement : Three sand) within all leads lifts.and carriage of material as per the direction of the Engineer- in- 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.
Providing and laying reinforcement cement concrete pipe NP-2 for culverts on first class bending of granular materials in signal rough including fling collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 C-900mm dia 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
geeta ram
yeshpal singh
CHATTER SINGH
SHUBHAM
surender
Saroop Singh Chauhan
Mohan Singh
NARENDER SINGH
Anil Kumar
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