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Repair Renovation Damages During Snow Season 2023-24 Under Chambi And Chopal Section Of Hppwd Sub Division Chopal (Sh: Removal Of Snow With Wheel Dozer, chaupal-Himachal Pradesh

Public Works Department-PWD has published Repair Renovation Damages During Snow Season 2023-24 Under Chambi And Chopal Section Of Hppwd Sub Division Chopal (Sh: Removal Of Snow With Wheel Dozer. Submission Date for this Tender is 14-12-2023. Demolition Equipments Tenders in chaupal Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41013786
Repair Renovation Damages During Snow Season 2023-24 Under Chambi And Chopal Section Of Hppwd Sub Division Chopal (Sh: Removal Of Snow With Wheel Dozer
Open Tender
Indian
Himachal Pradesh
chaupal
14-12-2023

Tender Details

Repair Renovation Damages During Snow Season 2023-24 Under Chambi And Chopal Section Of Hppwd Sub Division Chopal ( Sh: Removal Of Snow With Wheel Dozer

Key Value

Document Fees
INR 1500 /-
EMD
INR 57000.0 /-
Tender Value
INR 28.15 Lakhs /-

BOQ Items

Name of Work:R/R damages during snow season 2023-24 under Chambi and Chopal Section of HPPWD Sub Division Chopal (SH: Removal of snow with wheel Dozer).
Sl. No. Item Description
1Earthwork in excavation for foundation of structureas per drawing and technical specification clause 305.1 including setting and c/o shoring and bracing removal of stumps and other deleterious materialand disposal up to a lead of50 mtr dressing of sides and bottom backfilling in approved materialincluding carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
2Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specification clause 802, 803, , 1202 & 1203 P.C.C grade M-5 1:4:8upto 5.00 mtr height . including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
3Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specification clause 802, 804, 805 , 806, 807, 1202 & 1204 P.C.C grade M-10 1:3:6upto 5.00 mtr height . including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
4Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specification clause 802, 804, 805 , 806, 807, 1202 & 1203R.C.C grade M-15 1:2:4upto 5.00 mtr height . including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
5Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specification clause 802, 804, 805 , 806, 807, 1202 & 1204 R.C.C grade M-25 upto 5.00 mtr to 15.00 mtrheight . including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
6Providing and laying reinforcedcement concretein superstructure as per drawing and technical specification clause 800 and 1206.3 grade M-30 upto 5.00 mtr height . including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
7Construction of RCC railling of M-30 grade in-situated with 20mm nominal size aggregate, true to line and grade, toulrence of vertical RCC post not to exceed 1 in 500 centre spacing between vertical post not to exceed 2000mm leaving adequate space between vertical post for expansion complete as per approved drawings and technical specificationincluding carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
8Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002,1010 and 1202including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
9Providing weep holes in brick masonry plain/reinforced concrete abutment wing wall retaining wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 (v) 20 (h) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7.including carriage of all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
10Drainage spouts complete as per drawing and technical specification clause 1209. including carriage of all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
11Back filling behind abutment wing wall and returning wall complete as per drawing and technical specification clause 1204.3.8 granular material.including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
12Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 Rubble stone laid in cement morter 1:3 including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
13Providing and laying of boulder apron laid in wire crate with 4mm dia G.I. wire conforming Is: 280 and Is:4826 in 100x100mm mesh including 10 per cent extra and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification clause 1301 including carriageof all labour material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.1 and as per direction of Engineer in Charge at site in all leads and lifts.
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