Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹13.3 LAccepted-Finance | L 1 | Accepted-Finance Being 1st Lowest | |
| 2 | L 2₹13.9 L+₹55,930.20 (4.19%)Accepted-Finance HARYANA HR | GURUGRAM | HARYANA | 122001 | L 2 | Accepted-Finance Being 4th Lowest | |
| 3 | L 3₹14.3 L+₹98,009.20 (7.34%)Accepted-Finance SHYAM COTTAGE RAM NAGAR SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L 3 | Accepted-Finance Being 3rd Lowest | |
| 4 | Rejected-Technical GOVT CONT V P O LEDA TEHSIL BALH DISTT MANDI | MANDI | HIMACHAL PRADESH | 175001 | - | Rejected-Technical The contructoe enlistment is A class hence non responsive |
Tender Value
₹9.0 L
EMD Value
₹18,000
Closing Date
6 Feb 2020, 9:00 amClosed
EE Janjehli
Executive Engineer Seraj Division HP PWD Janjehli
Missing CD on link road from Thachi Bung to Dandehli SH C/o 6.00 mtr span RCC slab culvert at RD 0/100
2020_PWD_34376_1
No.PW.SRJ/TA/Pub/2019- 15420-22 dated 01.01.2020
Open Tender
Civil Works
Item Rate
120 days
Janjehali
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
EE Seraj at janjehli
₹18,000
Yes
14 Oct 2021
28 Jan 2020
6 Feb 2020
28 Jan 2020
6 Feb 2020
28 Jan 2020
Amount
Earth work in excavation for structure as per drawing and technical specification clause 305.1 i/c setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to a lead of 50 metre dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil. with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying concrete (C.C 1:3:6) (one cement : three sand six graded stone aggregated) for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5. Reinforced cement concrete M-25 (1:1.5:3) (one cement : one and half sand : three graded stone aggregate 20mm (twenty millimetre) nominal size) upto any height complete including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry in cement mortar 1:5(one cement : Five sand) complete within all leads, lifts carriage of material and other incidentials.
Providing and laying of dry rubble flooring complete as per complete as per dawing and technical secification Clause 1303.3 in rubble stone laid in cement mortar 1:3 ( 1 cement : 3 sand )within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Drainage spouts complete as per drawing and technical specifications clauses 1209 complete including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.
Construction of reinforcement cement concrete mechanically mixed and vibrated for railing of M-25 (twenty five) grade in cast-in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 (one in five hundred), centre-to-centre spacing between vertical posts not to exceed 2000 mm (two thousand millimetre) as per drawing and technical specifications clauses 800, 900 and 1208.3 including curing complete within all leads, lifts carriage of material and other incidentials.
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
DEVINDER KUMAR
HEM RAJ
DEVINDER KUMAR
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .