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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹22.7 LAccepted-Finance | L-1 | Accepted-Finance accepted | |
| 2 | L-2₹22.7 L+₹1,362.72 (0.06%)Rejected-Finance | L-2 | Rejected-Finance 2nd lowest |
Tender Value
₹21.6 L
EMD Value
₹43,241
Closing Date
28 May 2023, 6:00 pmClosed
EE HPPWD ROHRU
EE HPPWD ROHRU
S.H CO RCC Slab Culvert and return wall at R.D. 0.500
2023_PWD_73506_22
RD-CB-Teder/23-1596-1695 dated 04.05.23
Open Tender
Civil Works
Item Rate
60 days
Rohru
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,500
₹43,241
28 Nov 2023
20 May 2023
29 May 2023
20 May 2023
28 May 2023
20 May 2023
Amount
Earthwork in excavation for structures 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. in ordinaryrocks up to 3 mtr depth within all leads an d lifts as per directions of Engineer in charge
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days within all leads and lifts as per directions of Engineer in charger
Stone Rubble masonry in cement mortar 1:5(one cement :5sand)in foundation complete as per drawing and technical specification cluase 702,704,1202 and 1203 and as per directions of the Engineer in charge including carriage materials through all modes of transportastion within all leads and lifts as per directions of Engineer in charge
Providing and laying reinforced cement concrete RCC grade M -35 nominal mix 1:1:5:3 (1cement :1:5 sand :3 graded stone aggregate 20mm nominal steel in super structure as per drawing and techncial specification clause 802,803,1202,1203 within all leads and lifts as per directions of Engineer in charge
Steel reinforcement for RCC work including straighening cutting bending placing in position and landing all complete upto plinth level Mild steel Medium Tensile stee bars within all leads and lifts as per directions of Engineer in charge within all leads asnd lifts as per directions of Engineer in charge
Providing and laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm with smallar side towards the soil land bigger side towards the well and providing over the entire surface behind abutment ,wing wall return wall to the full height compacted to firm condition complete as per drawing and techncial specification clause 1203 .3.8 within all leads and lifts as per directions of Engineer in charge
Providing weepholes in brick masonry /stone /masonry /plain reinfoced concrete abutment wing wall,regurned wth 100mm dia PVC pipe extending through the full with of the structure with stop of I(V) 20(H)towards drawing face complete as per drawing and technical specikfication clause 614 709,1204,3.7 within all leads and lifts as per directions of Engineer in charge
Devinder Sharma
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