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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹42.6 L+₹11.7 L (37.9%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹43.0 L+₹12.1 L (39.3%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹43.4 L+₹12.5 L (40.6%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹44.5 L+₹13.6 L (44.0%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
14 Aug 2023, 2:00 pmClosed
Executive Engineer
Office of the E.E., C.D., P.W.D., Nainital.
Construction of motor road from km. 10 of Mauna Lewshal Kalapatal motor road via Inter college and Primary Pathshala Matiyali to praacheen mandir Kalirau second phase stage 1
2023_pwd_61542_1
1850_12AC_26_07_2023
Open Tender
Civil Works - Roads
Item Rate
270 days
Nainital
As per attached condition
1 document required · 1 mandatory
₹4,720
E.E., C.D., P.W.D., NAINITAL
₹1.4 L
8 Sept 2023
1 Aug 2023
14 Aug 2023
1 Aug 2023
14 Aug 2023
1 Aug 2023
1 Aug 2023 - 14 Aug 2023
Amount
Hill side cutting in all type of soil, rock, earth and boulder etc. including removal and disposal of surplus material and debries upto a distance of 100 m from road side as directed by engineer incharge make the road way as per plan L-section and alsi including as per PWD specification and also including cost of all material labour T&Pand machinery tc required for proper completion of the work.
Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications.
Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications
Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause302.3.11
Tiwari Construction
M/S SHREE BAJRANG CONSTRUCTION
DHOLGAI CONSTRUCTION
M/s Parwatiya Construction
Rajendera Chaudhery
Shiv Shakti Developers And Builders
stage.html
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fin_eval.pdf
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finance_74607.pdf
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