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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC VILLAGE DHURENKA P O GHARER TEHSIL BHARMOUR DISTRICT CHAMBA H P | CHAMBA | HIMACHAL PRADESH | 176207 | L1 | Accepted-AOC Work complate | |
| 2 | L2₹6.9 L+₹23,991.80 (3.59%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹7.5 L+₹77,753.80 (11.6%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | L3 | Rejected-Finance Reject | |
| 4 | L4₹7.7 L+₹98,372.30 (14.7%)Rejected-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | L4 | Rejected-Finance Reject | |
| 5 | L5₹8.6 L+₹1.9 L (28.1%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L5 | Rejected-Finance Reject |
Tender Value
₹10.3 L
EMD Value
₹20,614
Closing Date
26 Feb 2024, 11:00 amClosed
EE Bharmour
EE Bharmour
C/O Dhakog to Guwad M/able road from Km 0/00 to 0/905 (SH C/O RCC slab culvert of 2.00 mtr span at RD 0/520 including wing wall 5.00 mtr both side abutment.
2024_PWD_86242_4
14397-14496 dated 13.02.2024
Open Tender
Civil Works
Item Rate
Bharmour
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
₹20,614
Yes
22 Apr 2025
18 Feb 2024
26 Feb 2024
18 Feb 2024
26 Feb 2024
18 Feb 2024
Amount
Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification clause 305 and 1603.4 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewatering as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.
Providing and laying cement concrete 1:3;6 (One cement three sand and six graded crushed stone agg. 40 mm nominal size) and curing complete including cost of form work in foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 with in all leads and lift of material and other incidental and as per the direction of the Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.
Providing and laying cement concrete 1:2.5:5 ( 1cement 2.5 sand and 5 graded crushed stone agg. 40mm nominal size) and curing complete including cost of form work in foundation in abutments complete as per drawing and technical specification clause 802,803,1202 and 1203 with in all leads and lift of material and other incidental and as per the direction of the Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.
Providing and laying cement concrete 1:1.5:3( 1cement 1.5 sand and 3 graded crushed stone 20mm nominal size) and curing complete including cost of form work in foundation in abutments complete as per drawing and technical specification clause 802,803,1202 and 1203 with in all leads and lift of material and other incidental and as per the direction of the Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.
Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall , return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1. (V); 20 (H) towards drawing face complete as per technical specification clause 614, 709, 1204.3.7 as per the direct ion of the Engineer-in-charge Including carriage of materials within all leads, lifts and other incidental.
Supplying, fitting and pacing HYSD bar reinforced in superstructure complete as per drawing and technical specification clause 1002, 1010 and 1202 as per the direction of the Engineer-in-Charge Including carriage of materials within all leads, lifts and other incidental.
R/R masonry/polygonal rubble masonry( uncoursed brought to coursed) with hard stone of approved quality in foundation and plinth including leveling up to with C.C.1:6;12 using 20 mm nominal size C.M 1:6 ( One cement six sand and curing complete within all leads and lift and as per the direction of the Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.
Stone filling behind the R/Wall and B/Wall with in all leads and lift and as per the direction of the Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental.
PROSHOTAM KUMAR
ANIL KUMAR
Suresh Kumar
Rakesh Kumar
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