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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | ₹9.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹9.3 L+₹3,488.15 (0.38%)Rejected-Finance | ₹9.3 L+₹3,488.15 (0.38%) | L2 | Rejected-Finance Second lowest bidder |
| 3 | L3₹9.6 L+₹30,023.45 (3.24%)Rejected-Finance | ₹9.6 L+₹30,023.45 (3.24%) | L3 | Rejected-Finance Third lowest bidder |
| 4 | L4₹9.9 L+₹59,933.15 (6.48%)Rejected-Finance HIMACHAL PRADESH HP | ₹9.9 L+₹59,933.15 (6.48%) | L4 | Rejected-Finance Forth lowest bidder |
| 5 | L5₹9.9 L+₹60,324.92 (6.52%)Rejected-Finance | ₹9.9 L+₹60,324.92 (6.52%) | L5 | Rejected-Finance Fifth lowest bidder |
Tender Value
₹10.5 L
EMD Value
₹21,000
Closing Date
23 Jun 2023, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
P/L interlocking paver block in parking and C/o retaining wall).
2023_SIDC_74410_1
Job No. 13
Open Tender
Civil Works
Item Rate
90 days
Bhiuli (Mandi)
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,200
₹21,000
10 Aug 2023
3 Jun 2023
24 Jun 2023
3 Jun 2023
23 Jun 2023
3 Jun 2023
Amount
P/L factory made chamfered edge cement conc. Paver block in footh path , parks, lawns, drive ways or light traffic parking etc. of required strength , thickness & size/ shape / make by table vibrating method using PU mould laid in required colour & pattern over 50mm thick compected bed of sand , compecting and proper embending / laying of interlocking paver blocks in to sand bedding layer through vibrating compection by using plate viubrstor filling the joits with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand complete all as per direction of Engineer-in-charge. 80mm thick CC paver block of M-30 grade approved by HPPWD (NTC/Ashok Panjla Tiles/NTCCI/Pooja Concrete Fabricators, M/S Dalal Tiles Pvt. Ltd.) with approved color design and pattern including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed upto all leads and lifts including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing & laying cement concrete 1:5:10 (1cement: 5sand: 10graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing from work with steel plates 3.15mm thick weled with angle iron in frame 30x30x5mm so as to give a fair finish including levelling centering, shuttering strutting and propping etc. With wooden battens and ballies, hight of propping and cenring below supporting floor two ceiling and removal of the same for instu- reinforced concrete and plain concrete work in:-Beams contilevers etc.(a) vertical surface such as wall any thickness atteched pillaster string course and like including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in R/wall & breast wall including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
P/L PVC pipe for weep holes 100mm dia including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Providing & laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in R/wall & breast wall including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Cement Concrete flooring 1:2:4 (1cement: 2sand: 4graded stone aggregate 20mm nominal size) laid in one layer finished with of floating coat of neat cement 40mm thick including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
P/L non- pressure NP-2 class ( heavy duty ) RCC pipes with coller jointed with stiff mixture of cement mortar in the proparation of 1:2 ( 1 cement :2 fine sand ) i/c testing of joints etc complete 600mm dia including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge.
Jaswant Singh
Padam Thakur Govt Contractor
GOVT CONTRACTOR
Biri SIngh
M/S Palsra Acchru Ram Filling Station (OPC) Pvt. Ltd.
DEVINDER KUMAR
YOG RAJ
Sher Singh Thakur
MANDEEP
Jay Kumar
Rishabh Thakur
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