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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-Finance | ₹2.2 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.3 Cr+₹7.8 L (3.52%)Rejected-Finance | ₹2.3 Cr+₹7.8 L (3.52%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹82.6 L
EMD Value
₹1.2 L
Closing Date
16 Jun 2021, 6:00 pmClosed
Executive Engineer Jubbal
HPPWD JUBBAL
SH C/O Breast walls,Retaining walls and Edge walls at various RDs between Km 0/0 to 2/500
2021_PWD_48247_1
PW-JD/E-Tender/2021-22 -1529-31 DT 1.6.2021
Open Tender
Civil Works - Roads
Item Rate
60 days
JUBBAL
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,000
₹1.2 L
16 Sept 2021
8 Jun 2021
17 Jun 2021
8 Jun 2021
16 Jun 2021
8 Jun 2021
Amount
Excavation in soil in hilly areas by manual means including cutting and trimming of side slopes and disposingt of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including all leads and lifts as per directions of Engineer in Charge.
Earthwork in excavation for all type of road structure such as retaining walls,Breast walls,culverts,drainds and parapets etc. in all types of classification of soil comprising of ordinary soil , softs rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) as per drawing and MORD.Technical specifications Clause 305.1,1104 and 1606.1 and as per direction of Engineer in Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal ofsuitable material up to all lead and lift, including dressing of sides and bottom and back filling in trenches with excavated suitable material to the orignal surface in layers not exceeding 150 mm (one hundred (fifty milimeters) compected thickness including sorting and sturting and pumping and bailing out water(surface and sub soil water) up to all depth or any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including of carriage of material with in all leads and lifts.
Providing and Laying concrete for plain/reinforced concrete 1;4:8 (One cement:Four sand eight graded crushed stone aggregate 25mm (twenty five milimeter nominal size ) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer-In-Charge.
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall with Granular materialcomplete as per drawings & technical specification Clause 1204.3.8 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.
HAPPINDER SOOD
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