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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC VILLAGE JAKRARI P O DEORI KHANETI TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-AOC Lowest bidder to awarded the work | |
| 2 | L2₹20.7 L+₹94,096.80 (4.76%)Rejected-Finance | L2 | Rejected-Finance L2 bidder |
Tender Value
₹18.8 L
EMD Value
₹37,700
Closing Date
20 Mar 2026, 10:00 amClosed
Executive Engineer
HPPWD DIVISION KOTKHAI
A/R and M/O Govt Sr. Secondary School Khanety (Kotkhai) P/L 60mm Thick Inter Locking Paver Block in School Play Ground and Protection Wall at the Back side of MIDM Shed
2026_PWD_131256_12
PW-KD-E-Tender/25-26-15042-47 dated 5-3-2026
Open Tender
Civil Works - Roads
Percentage
45 days
Kotkhai
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
₹37,700
2 May 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)and as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-charges.
Providing and laying duty precast cement concrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement: 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing, rubbing & polishing complete (Sub base concrete floor to be paid for complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge. 60 mm thick inter locking block
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size)and as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-charges
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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22.pdf
Tender Documents • 4.66 MB
BOQ_194246.xls
BOQ • 0.42 MB
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