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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance NIRMANBHAVAN NIGAM VIHAR SHIMLA 2 | L1 | Accepted-Finance Responsive due to L1 bidder | |
| 2 | L2₹3.4 L+₹12,503.08 (3.78%)Rejected-Finance | L2 | Rejected-Finance Non Responsive due to L2 bidder |
Tender Value
₹3.1 L
EMD Value
₹6,200
Closing Date
12 Oct 2020, 11:00 amClosed
Executive Engineer HP PWD Division Nalagarh
Executive Engineer HP PWD Division Nalagarh
C/o Hume pipe Culvert 900mm dia at RD 0/910, 1/210 and RD 1/335 alongwith catchpit, Wing wall and Crate Wall ) (Under MPLAD Deposit Work
2020_PWD_40997_1
No NLD -9111-15 dt 16.09.2020
Open Tender
Civil Works
Item Rate
60 days
Nalagarh
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Executive Engineer HP PWD Division Nalagarh
₹6,200
20 Oct 2020
23 Sept 2020
13 Oct 2020
23 Sept 2020
12 Oct 2020
23 Sept 2020
Amount
Earthwork in excavation 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 up to all leads and dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil as per the direction of the Engineer In-charge
Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203, 1:6:12 ( one cement: Six sand: twelve graded crushed stone aggregate) 40mm(twenty five mili metre) nominal size including carriage of all labour equipments 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 crushed stone aggregate) 40mm(twenty five mili metre) nominal size in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203
Providing and laying 900 mm(nine hundred milimeter) dia reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(ne cement: two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108 including carriage of all labour, equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.
Providing weep holes in stone masonry , plain reinforced concrete abutment , wing walls, return walls ,retaining walls with 100mm (Hundred millimetre) diameter, PVC pipe extending through the full width of the structures with a slope of 1 (one) vertical :20(twenty horizontal) toward drawing face complete as per drawing and M.O.R.D technical specification clause 614,709,1204.3.7 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge.
Backfilling with granular material behind abutments , wing walls, return walls and retaining walls complete as per drawing and MORD technical specification clause 1204.3.8 including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
SHIV PAL
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