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Constructing Rcc Hume Pipe Drainage @ Ch.14280, 16890, 17700, Mof Godawari Right Bank Canal., shirdi-Maharashtra

Irrigation Department has published Constructing Rcc Hume Pipe Drainage @ Ch.14280, 16890, 17700, Mof Godawari Right Bank Canal.. Submission Date for this Tender is 29-12-2022. Drainage Tenders in shirdi Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

35297510
Corrigendum : Constructing Rcc Hume Pipe Drainage @ Ch.14280, 16890, 17700, Mof Godawari Right Bank Canal.
Open Tender
Indian
Maharashtra
shirdi
29-12-2022

Tender Details

Constructing Rcc Hume Pipe Drainage @ Ch.14280, 16890, 17700, Mof Godawari Right Bank Canal.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Dec-2022 Form Other 29-12-2022

Key Value

Document Fees
INR 2360 /-
EMD
INR 223000.0 /-
Tender Value
INR 4.28 Crore /-

BOQ Items

Name of Work:- Constructing RCC Hume Pipe Drainage @ Ch.14280, 16890, 17700, m of Godawari Right Bank Canal.
Sl. No. Item Description
1Cleaning grass and removal of rubbish uptoadistance of 50 meters out side the periphery of the area as directed.
2Dismantling Stone masonry in Cement Mortar / Old Lime Concrete or Cement Concrete including stacking the material with all lifts etc.complete as directed.
3Excavation in Soft Strata in all kinds of Soil, Hard Murum, Soft Rock without Blasting including boulders upto 0.6 m diameter ( 0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and all lift as directed.
4Excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto 1 km and all lift as directed by Engineer-in-Charge.
5Dewatering by pumping out water collected with diesel pump &Elecrical pumpincluding cost off all materials,machinary,labour providing sump and all other ancillary operations whenever necessary etc.complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete as directed by Engineer-In-Charge.
6Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing /wedging stone chips, finishing etc.,complete with lead upto 1 km and all lifts as directed by Engineer-In-Charge.
7Providing and laying in situ cement concrete of grade M-10 (20 M.S.A) of trap/ granite / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, shuttering, compacting, curing, etc. complete with all lifts as directed.
8Providing and laying in situ cement concrete of grade M-15(20 M.S.A) of trap / granite / gneiss / quartzite / graded metal for RCC works of retaining walls,piers,abutments,etc. with Batching Plant and Transit Mixer including shuttering, scaffolding,placing compacting, curing etc. complete withall lifts as directed.
9Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars,binding with wires or tack welding and supporting as required complete as directed
10Providing,lowering, laying and jointing R.C.C. pipe of NP3 class or IRC standard in C.M.1:2 proportion by volume including cost of all materials ,labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with all lifts as directed.
11Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent of Proctor density using vibratory compactor including cost of water etc.complete with lead upto1 km for water and all lifts as directed.(A) Avaliable
12Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent of Proctor density using vibratory compactor including cost of water etc.complete with lead upto1 km for water and all lifts as directed. A) For Bed Lining
13Providing and laying in situ M-15 (20 MSA)(28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of sub grade etc. complete with all lifts etc. complete as directed.
14B) For Side Lining
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