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Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
7 Feb 2022, 6:00 pmClosed
Executive Engineer
Division HPPWD Kotkhai
C/o, 900 mm Hume Pipe Culvert at R.D. 0/450 and 0/540 with wing wall
2022_PWD_56221_12
PW-KD-E-Tender/2021-22-5626-28 dt 19-01-2022
Open Tender
Civil Works - Roads
Item Rate
60 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹20,000
25 May 2023
31 Jan 2022
8 Feb 2022
31 Jan 2022
7 Feb 2022
31 Jan 2022
Amount
Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal stumps and other deleterious material and disposal up to a lead of 50 meter dressing of side and bottom and back filling in trenches with excavated suitable material
Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 in cement mortar 1:6:12 : ( 1 cement: 6 sand: 12 graded stone aggregate 40mm nominal size) material including all leads and lifts as per direction by the Engineer-in-chief
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202, & 1203.in cement concrete 1:4:8 (1 cement : 4 sand : 8graded stone aggregate 40 mm nominal size) including all leads and lifts. As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clause 702, 704, 1202, 1203, coursed rubble masonry (2nd sort) in cm 1:3.including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge. .
Random rubble stone masonry work in cement mortar in foundation complete as per drawing and technical specification clause 702, 704, 1202 and 1203 in cement mortar 1:6: (1 cement: 6 sand:) including all leads and lifts as per direction by the Engineer-In-Charge.
Back filling behind abutment, wing/ wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 including all leads and lifts as per direction by the Engineer-In-Charge
Providing and laying weep hole of retaining walls/breastwalls 100mm dia PVC pipes of working pressure not less than 4.52kg per sqm.as per drawing and HPPWD Technical specification including the cost of form work and hauling of material in all leads and lifts as per the entire or Engineer in charge
rakesh
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