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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹52.8 LAccepted-AOC VILL GOPAL CHOWK DHANOTU PO MAHADEV TEHSIL SUNDERNAGAR DISTT MANDI H P | L 1 | Accepted-AOC L-1 | |
| 2 | L 2₹54.8 L+₹1.9 L (3.63%)Rejected-AOC | L 2 | Rejected-AOC L-2 reject |
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
14 Jan 2021, 9:00 amClosed
EE Janjehli
Executive Engineer Seraj Division HP PWD Janjehli
Balance work of Rest House at Thachi Tehsil Balichowki Distt Mandi HP SH C/o B/wall R/wall and P/L Interlocking paver blocks
2021_PWD_43592_5
No.PW.SRJ/TA/Pub/2020-16465-67 dated 16.12.2020
Open Tender
Civil Works
Item Rate
90 days
Janjehali
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
EE Seraj at janjehli
₹42,000
Yes
18 Jul 2024
5 Jan 2021
14 Jan 2021
5 Jan 2021
14 Jan 2021
5 Jan 2021
Amount
Excavation in soil in Hilly area by all means in all kinds if soil such as pick, jumper , blasting work both in soft and hard rock with chiseling/wedging out of rock where blasting is probhibited) and other intermendiate classification of soil including cutting and trimming of side slopes and disposal of unserviceable material by mechanical transport and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1 , 1603.2 and as directed by the Engineer-in-Charge. The work shall be executed in workman like manner and avoid any damage to the Private /Govt. property in the vicinty of the work site, if any damage occurs to any propety during the course of execution shall be the absolute responsibility of the contrator, which shall have to be duly compensated by him in all cases complete including carriage of material and other incidentials in all leads and lifts and as per dirction of the Engineer-in-Charge.
Excavation in earth work in excavation for structures in all height and depths in all kind of soil including saturated soil comprising of pick, jumperand blasting work both in soft and hard rock with chiseling/wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil. If water is met in the spring seepage rain and other causes it shall be removed by suitable diversion, pumping and bailling out and the excavation shall be kept dry whereever so required by the contractor at his own cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawings and direction of Engineer-in-Charge and transportation soil to roadway and then disposing off surplus excvated earth in required width of road or on approved dumping site including its stacking levelling and dressing in all leads and lifts through all modes of transportation including head load animal load of mechanical mean or incidental to complete the work as per technical specifications clause 305.1. All useful material, such as stones, shingles , aggregate and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads lifts through all modes of transportation. Any loss to the public and private property during the course of execution of disposal of serviceable and unserviceable material which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203 in cement concrete 1:4:8 (one cement: four sand : eight graded stone aggregate 40mm nominal size) as per entire satisfaction and direction of Engineer-in-Charge.
Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1203 Coursed rubble masonry second sort in cement mortar 1:4 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.
Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Providing, laying, spreading and compacting stone aggregates water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN (eighty-one hundred kilo newton) static roller in stages to proper grade and camber applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading - I as per technical specification clause 405 complete within all leads, lifts, carriage of material and other incidentials charges.
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm (eighty millimetre) as per drawings and Technical Specification Clause 1504. 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 reinforced cement concrete for nominal mix 1:2:4 (one cement : two sand : four stone aggregate ) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.
BUDHI SINGH
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