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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹7.9 L
EMD Value
₹15,000
Closing Date
24 Sept 2024, 5:00 pmClosed
DISTT. PROJECT OFFICER, IDP, BILASPUR
DISTT. PROJECT OFFICER, IDP, BILASPUR
PR-53/24-25 Construction of Makowal structure at place Sunal ka cho Bharoli Khurd Ward no 2 GP Bharoli kallan APO Berthin Distt Bilaspur H.P
2024_CPD1_92930_1
424653-CW-RFQ
Open Tender
Civil Works
Item Wise
45 days
DISTT. PROJECT OFFICER, IDP
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
DISTT. PROJECT OFFICER, IDP BILASPUR HP
₹15,000
28 Sept 2024
10 Sept 2024
25 Sept 2024
10 Sept 2024
24 Sept 2024
10 Sept 2024
10 Sept 2024 - 20 Sept 2024
Amount
Earth work in excavation for all types structure such as retaining wall breast wall culverts drain and parapets etcetera in all types of classification of soil comprising ordinary soil, ordinary rock , hard rock chiseling /wedging of rock where blasting is prohibited as per drawing technical specification clause 305.1 and disposal of material up to any lead and up to any lift including dressing of side & bottom & back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150 compacted thicknes including shoring & strutting & pumping & bailing out of water & sub soil water up to any depth & any quantum of water including cleaning of slush which may arise out during dewatering as per entire satisfaction & as per the direction of engineer in charge including carriage of material with all leads & lifts. chamber.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kind of soil.Excavation pipe line
P/lying on position cement concrate1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Centering & shuttering including strutting, propping etc.and removal of form for: Suspended floors, roofs, landings, balconies and access platform Foundations,footings,bases of columns,etc for mass concrete
Providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete.
P/L C.C.1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
P/lying on position cement concrate1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 1]Main Beam
Providing Mild steel/Tore steel reinforcement including bending binding and placing in position. Tour steel etc.
12 mm cement plaster 1:4
White washing with lime on new work (three or more coats)as per item no 8
Name plate written with oil paint size 1x0.50x0.50
P/fixing HDVP pipe 25mm dia out let dia i/c all fitting
P/fixing HDVP pipe socket 25mm dia out let dia i/c all fitting
Providing and fixing Jali Plastic net
Providing and fixing MS weep Hole HDVP 50 mm dia
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Stone soiling properly hand packed tightly in Apron
Ajay Kumar Thakur
Beer Deen
Sanak Kumar Shukla
SANJEEV KUMAR
Rajneesh sharma
SURESH KUMAR
Javed Khan
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