Tender For Repair Of Box Culverts And Reconstruction Of Bridge At Roha Branch Canal Mauje Pale Khurd
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Sep 2026
3 days left
EMD
50000
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Raigad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of Box Culverts And Reconstruction Of Bridge At Roha Branch Canal Mauje Pale Khurd
BOQ
| Sl. No. | Item Description |
| 1 | Item No. 1 :- Labour charges for removing grass, thorny shurbs, Jungli shurb, Kubabul and alike grass along and in the drain/canal making the ground clean by showel and phavaras etc. complete as Directed. |
| 2 | Item No.2:- Excavation in all kinds of soil including boulders up to 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 including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. Complete with lead up to 1 km and all lifts as directed. |
| 3 | Item No.3:- Excavation in hard murum 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 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 lifts as directed. |
| 4 | Item No. 4 -Dismantling the old lime concrete or cement concrete including stacking the material with all lifts etc.complete as directed. |
| 5 | Item No. 5 -Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss /quartzite /graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. i) Road Slab, kerb, super passage/slab culvert etc. |
| 6 | Item No. 5 -Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss /quartzite /graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. ii) For Abutment ,Wing Wall, Parapet Wall etc. |
| 7 | Item No. 5 -Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss /quartzite /graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. iii) For Slabs |
| 8 | Item No. 6 :-Providing 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. |
| 9 | Item No. 7 :- Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) in layers including cost of all materials, machinery,labour, all other operations such as collection of soil,spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layerto density control of not less than 95 % of Proctor density using vibratory compactor including cost of water etc., complete with lead upto1 km and all lifts as directed. |
| 10 | Item No. 8 :- Providing & laying chip masonry back filling behind concrete lining in CM 1:8 including striking joints, curing, scaffolding etc. complete but excluding pointing etc. complete as Directed by Engineer-In-Charge. (35% mortar) (cement 1.25 bags/Cum). |
| 11 | Item No. 9 :-Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls etccomplete as Directed. |
| 12 | Item No. 10 :-Providing 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 centering, 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. For Bed Lining |
| 13 | Item No. 10 :-Providing 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 centering, 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. For Side Lining |
| 14 | Cement (Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.) |
| 15 | Sand (Fineness Modulus ( Sieve Analysis ), Silt & Clay Content |
| 16 | Coarse aggregate (Water Absorption, Specific Gravity,Impact Value, Crushing Value. ) |
| 17 | Concrete (Compressive Strength OF C.C. Cube (Set of 3 cubes).) |
| 18 | Steel (Tensile strength, % Elongation, Yield stress, weight-per meter, bend/rebend test, proof stress) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender