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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC VILLAGE BALHI DHAVER P O DHANGOTA BARSAR TEHSIL DHATWAL DISTT HAMIRPUR H P 176040 | HAMIRPUR | HAMIRPUR | HIMACHAL PRADESH | 176040 | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.0 L+₹52,905.75 (5.59%)Rejected-Finance BLOCK A 16 SET NO 11 SDA COLONY VIKAS NAGAR SHIMLA 9 H P | L2 | Rejected-Finance L2 | |
| 3 | L3₹10.0 L+₹57,559.81 (6.08%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹10.9 L+₹1.4 L (15.2%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹11.0 L+₹1.5 L (15.9%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹10.0 L
EMD Value
₹20,500
Closing Date
2 Jun 2020, 5:00 pmClosed
EE Dhami
SHIMLA RURAL DIVISION HPPWD DHAMI
SH Construction of Retaining walls at various RDs. 0/765 to 0/780, 0/780 to 0/795, 0/795 to 0/810, 0/810 to 0/825 and 0/825 to 0840
2020_PWD_37582_8
PW.SRDD-CB-CTR-2019-20 1080 DT 11.05.2020
Open Tender
Civil Works - Roads
Item Rate
90 days
Dhami
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
EE Dhami
₹20,500
9 Sept 2020
27 May 2020
3 Jun 2020
27 May 2020
2 Jun 2020
27 May 2020
Amount
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lift as per drawing and MORD technical specifications cluse 1603.1 including carriage of materials within all leads and lift complrte as per the direction of the Engineer in charge.
Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets etcetra in all type of classifications of soil comprising of ordinary soil, ordinary rocks, hard rocks, chiselling/ wedging out of rock ( where blasting is prohibated ) as per drawing and MORD technical specification 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 diposal upto all laeds and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150 mm (One hundred fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including carriage of materials within all lead and lifts.
Providing and laying cement concrete 1:6:12 (one cement isto six sand isto twelve graded crushed stone aggregate crushed 40 mm( forty milimetre nominal size) for plain /reinforced concrete mechnically mixed and vibrated in open foundations complete as per drawings and technical specifications clause 802,803,1202 and 1203 and curing complete including carriage of materials within all leads and lifts and as per the direction of 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, 1:5;10 (40 mm). Including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and MORD technical specifications clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of 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 Including carriage of material upto all leads and lifts as per the direction of Engineer -in-Charge.
VIVEK SHARMA
HUKAM CHAND
Bhoop Ram
NIPUN CHAUHAN ASSOCIATES
Karnail Singh
Chunilal Verma
RAMESH KUMAR
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