Water Resources and Irrigation Local Bodies Closing in 0 days TDR #38496317

Tender For Construction Of Balance Earthwork And Structures On Dy18 , Dy22, Dy22a, Dy26 Of Nandur Madhmeshwar Canal (Second Call)

Issued by Local Bodies · vaijapur, Maharashtra
Tender Value
4.12 Crore
Estimated cost
Bid Submission
14 Jul 2023
0 days left
EMD
2.07 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
vaijapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Balance Earthwork And Structures On Dy18 , Dy22, Dy22a, Dy26 Of Nandur Madhmeshwar Canal ( Second Call )

BOQ

Name of Work: Construction Of BalanceEarthwork And Structures On Dy18 , Dy22, Dy22a, Dy26 Of Nandur Madhmeshwar Canal.
Sl. No. Item Description
1PART A - \"CIVIL WORK
2Item No.1 :- Excavation in Soft Strata including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment filters drains / catch water drains etc. And placing the excavated soft rock neatly in dump area or forformation of service road / embankment as directed including cost of all materials, machinery, labour, dressingbed and sides to required level and profile etc. complete with lead upto 1 km and lift upto 6 m.
3Item No.2 :- Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia (0.113 cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling /pre-spliting / smooth blasting techniques and placing the excavated rocks neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc. complete with lead upto 1 km and lift upto 6m
4Item No.3 :- Providing hearting or casing embankment using selected impervious or pervious 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 or as stipulated using vibratory compactor etc., complete with lead upto1 km for watering and lift upto 6 m.
5Item No.4 :- Providing casing embankment using selected pervious material from approved borrow area 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 or as stipulated using vibratory compactor etc., complete with lead upto1 km for watering and lift upto 6 m.
6Item No.5 :- Back filling up to ground level behind the canal structures etc. Complete (without royalty) with suitable materialof approved quality in layers not exceeding 20 cm without disturbing the structure etc. Complete
7Item No.6 :- Providing and laying Rubble soling below foundation in layers including filling with rubble chips, murum etc. Complete (excluding royalty of material)
8Item No.7 :- Providing and laying in situ M-15 (20 MSA) (28 days cube compressive strength not less than 15 N/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 excluding royalty of materials etc. complete with all leads & lifts as directed.1) Bed lininig
9Item No.8 :- Providing and laying in situ M-15 (20 MSA) (28 days cube compressive strength not less than 15 N/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 excluding royalty of materials etc. complete with all leads & lifts as directed. 2) Side lining without curing compound
10Item No.9 :- Providing and laying in situ cement concrete of grade M-10 of trap/ granite / quartzite / graded metal for foundationandbedding withBatchingPlantandTransit Mixer includingplacing,centering,shuttering, compacting, curing,etc. complete with all lifts as directed. (b) M-10 (40 MSA) (Cement 4.40 bags/Cum.)
11Item No.10 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite metal for RCC works of retaining walls, piers, abutments, etc. with Batching Plant & Transit mixer, includingshuttering, scaffolding, placing, compacting, curing etc. complete with an initial lead of 1 Km. & all lifts as directed. A) M-15 (20 MSA)
12Item No.11 :- Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCCworksofabutment,wingwalls,returns,transition walls, piers, columns, beams and slabs, diaphragm walls, roadslabstrough(BoxCulvert)troughforaqueduct, wearing coat, etc. . with Batching Plant and Transit mixer includingcentering,shuttering,scaffolding,placing, compacting, curing etc. complete with all lifts as directed.viii) Wearing Coat and other required concrete
13Item No.12 :- Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCCworksofabutment,wingwalls,returns,transition walls, piers, columns, beams and slabs, diaphragm walls, roadslabstrough(BoxCulvert)troughforaqueduct, wearing coat, etc. . with Batching Plant and Transit mixer includingcentering,shuttering,scaffolding,placing, compacting, curing etc. complete with all lifts as directed.v) Road Slab, kerb, super passage/slab culvert etc.
14Item No.13 :- Providing and fixing in position TMT bar reinforcement for R.C.C. raft and walls as per detailed design and drawing including cutting, bending, hooking, and binding with wire etc complete.
15Item No.14 :- Providing and laying R.C.C. NP2pipe of Verious Sizes Of approved quality with all leads and lifts etc complete. A. 300 mm
16Item No.15 :- Providing and fixing outlet gates 300 MM x 300 MM size M.S.screw type out let gate.
17Item No.16 :- Providing & Laying expansion / constuctionjoint with shalitex super expantion pad ( jute fibre 12 mm thick ) including sealling the joint with shalitex sealling compound etc complete as diterected ( for all slab thikness)
18Item No.17 :- Providing cohesive non-swelling (CNS) material lining to canals using selected materialfrom approved borrowarea\"s (Private land-contractor\"s own material) including cost of all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing 20 cm or so (perpendicular to side slope) of extra pride ,removing pridejustpriortotheplacementoflining,breaking clods,watering,compactingtodensitycontrolofnot less than 95 % of Proctor density, dressing to required profileincludingcostofwateretc.completewithlead upto1 km for waterand all lifts as directed .
19Item No.18 :- S. Cut throat flume 100 x 270 cms -50 cusecs
20Providing , installing & erecting in correctline and level, fibre glass reinforced plastics (FRP) cut throat flume ( CTF ) measuring devices on calculated hump level for accurate measurement of water flowing through open channel,with prefabricatedfibreglassliningmouldedengraved gaugemarking(inlit/secandincms.)including dischargetable,capacitymarking,flowdirection, sandtreatmentonthebacksideofflume,testing, etc. complete as directed. (ExcludingCBLandhumppreparation,canal sectionandotherconcreterequiredforhump ,U/S andD/S slopes of hump etc.)
21Item No.19 :- Q. Cut throat flume 100 x 270 cms -35 cusecs
22Providing , installing & erecting in correctline and level, fibre glass reinforced plastics (FRP) cut throat flume ( CTF ) measuring devices on calculated hump level for accurate measurement of water flowing through open channel,with prefabricatedfibreglassliningmouldedengraved gaugemarking(inlit/secandincms.)including dischargetable,capacitymarking,flowdirection, sandtreatmentonthebacksideofflume,testing, etc. complete as directed. (ExcludingCBLandhumppreparation,canal sectionandotherconcreterequiredforhump ,U/S andD/S slopes of hump etc.)
23Item No.20 :- M. Cut throat flume 100 x 270 cms -18 cusecs
24Providing , installing & erecting in correctline and level, fibre glass reinforced plastics (FRP) cut throat flume ( CTF ) measuring devices on calculated hump level for accurate measurement of water flowing through open channel,with prefabricatedfibreglassliningmouldedengraved gaugemarking(inlit/secandincms.)including dischargetable,capacitymarking,flowdirection, sandtreatmentonthebacksideofflume,testing, etc. complete as directed. (ExcludingCBLandhumppreparation,canal sectionandotherconcreterequiredforhump ,U/S andD/S slopes of hump etc.)
25Item No.21 :- L. Cut throat flume 100 x 270 cms -15 cusecs
26Providing , installing & erecting in correctline and level, fibre glass reinforced plastics (FRP) cut throat flume ( CTF ) measuring devices on calculated hump level for accurate measurement of water flowing through open channel,with prefabricatedfibreglassliningmouldedengraved gaugemarking(inlit/secandincms.)including dischargetable,capacitymarking,flowdirection, sandtreatmentonthebacksideofflume,testing, etc. complete as directed. (ExcludingCBLandhumppreparation,canal sectionandotherconcreterequiredforhump ,U/S andD/S slopes of hump etc.)
27Item No.22 :- J. Cut throat flume 40 x 180 cms 10.0 cusecs
28Providing , installing & erecting in correctline and level, fibre glass reinforced plastics (FRP) cut throat flume ( CTF ) measuring devices on calculated hump level for accurate measurement of water flowing through open channel,with prefabricatedfibreglassliningmouldedengraved gaugemarking(inlit/secandincms.)including dischargetable,capacitymarking,flowdirection, sandtreatmentonthebacksideofflume,testing, etc. complete as directed. (ExcludingCBLandhumppreparation,canal sectionandotherconcreterequiredforhump ,U/S andD/S slopes of hump etc.)

AI Tender Summary

OUR REF NO 38496317
AUTHORITY Local Bodies
TENDER VALUE 4.12 Crore
LAST DATE 14-07-2023
Authority
Authority Name Godavari Marathwada Irrigation Development Corporation
Work Description Construction Of Balance Earthwork And Structures On Dy18 , Dy22, Dy22a, Dy26 Of Nandur Madhmeshwar Canal ( Second Call )
Basic Detail
Tender No etender/Notice 01/II/2023-24
Bidding Type Tender
Location
City vaijapur
State Maharashtra
Key Dates
Publish Date 05 Jul 2023
Submission Date 14 Jul 2023
Open Date 17 Jul 2023
Finance
Tender Value 4.12 Crore
Tender Fee 2360
EMD 2.07 Lakhs
Exemption Not Available
Document List
26021b68-6f6d-47ac-befa-46e32f4d489e.html
2_1DTP_VOL_I_Dy_18_22_to_.pdf
2_2DTP_VOL_II_Dy_18_22_to.pdf
BOQ_1606896.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 05, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 14, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 17, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

26021b68-6f6d-47ac-befa-46e32f4d489e.html

pdf

2_1DTP_VOL_I_Dy_18_22_to_.pdf

pdf

2_2DTP_VOL_II_Dy_18_22_to.pdf

xls

BOQ_1606896.xls

pdf

Tendernotice_1.pdf

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