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Tender For Repair And Maintenance Of Service Road (Wbm) And Pcc Drain And Boulder Pitching Ex. Km. 117.00 To 127.88 Of Clmc., chakulia-Jharkhand

Water Resources Department-WRD has published Tender For Repair And Maintenance Of Service Road (Wbm) And Pcc Drain And Boulder Pitching Ex. Km. 117.00 To 127.88 Of Clmc.. Submission Date for this Tender is 27-02-2023. Road Work Tenders in chakulia Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

36248786
Tender For Repair And Maintenance Of Service Road (Wbm) And Pcc Drain And Boulder Pitching Ex. Km. 117.00 To 127.88 Of Clmc.
Open Tender
Indian
Jharkhand
chakulia
27-02-2023

Tender Details

Repair And Maintenance Of Service Road (Wbm) And Pcc Drain And Boulder Pitching Ex. Km. 117.00 To 127.88 Of Clmc.

Key Value

Document Fees
INR 10000 /-
EMD
INR 170423.0 /-
Tender Value
INR 85.21 Lakhs /-

BOQ Items

Name of Work: Repair and Maintenance of Service Road (WBM) and PCC Drain and Boulder Pitching Ex. Km. 117.00 to 127.88 of CLMC.
Sl. No. Item Description
1Earth work in cutting and making slope in all kinds of soil with initial lead of 10 m and lift 1.5 M as per specification and direction of E/I
2E/W in excavation of canals havingdischarge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item-A) including clod breaking having earth in 225 mm Layer and rough dressing of soilwith initial lead of 10 m and lift of 1.5 m as per approved design, specification and direction of E/I
3Extra for Earth Work in Hard soil ( Vide classification of soil item B)all complete as per direction of E/I.
4Earth work in filling in canal banks as well as special repair of embankment in canal banks in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtined from borrow area or any other sourdces free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size placing the earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I (7.1.25Corrigendum WRD )
5Watering and consolidation of earthlaid in 150mm to 225mm layer by manual labour with C.I. hammer to achive minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete job as per specification and direction of E/I.
6Earth workin bed clearance or desilting of canals carring F.S. discharge between 8.5 cumec (300 cusec) and 0.14 cumec (5 cusecs ) and rennovation of pynes etc disposal of excavated earth etc. in ordinary soil including rough drassing with lead of 10 M and lift of 1.5 M as perspecification and direction of E/I.(specification revised vide T.E.C latter no.63 dated(07.10.94)....
7Suppying and laying fine filter (sand) under boulder pitching in slope and apron including light ramming etc. all acomplete job as per specification and direction of E/I
8Plain cement concrete1:3:6 nominal mix in foundation with crused stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days. (small)
9Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnesin stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacing to the required density) Grading-1 (90 mm to 45 mm ) using screening crushable type such as moorum and Gravel. (medium)
10Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnesin stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacing to the required density) Grading-II (63mm to 45 mm ) Grading-III (53mm to 22.5 mm ) using screening crushable type such as moorum and Gravel.
11Supplying and laying good quality of Moorumspecification and direction of E/I.(155.76 x 1.1495)
12labour for initially Rolling within the bank width and compacting the ground before forming the embackment with power road roller at O.M.Cto achieve minimum 95 % of maximum dry density including sprinkling the required quality of water making arrengement for supply and carraige of water with all leads and lift, finishing the surface with proper camber, grade superelevation including hire charges of compaction machine and tools and plants etc. all complete as per specification and direction of E/I.
13Supplying Boulder with minimum size of 300 mm for Pitching as per specification and direction of E/I (450 x 1.1495)
14Labour Charges for pitching on apron slope of bank with stone boulder duly packed (uncreated) complete job (material within 150 m lead and all lifts as per specification and direction of E/I.
15Carriage of materials:-(a) Cement from Jamshedpur to work site.
16(b) Sand from Subernarekha river.
17(c) Metalfrom Hata to work site.
18(d) Boulder from Hata to work site .
19(e) Morrum from local to work site.
20Add GST @18%
21Add Labour Cess @1%
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