Water Resources and Irrigation Government Departments Closing in 0 days TDR #26968640

Construction Of Repair Work To Kambalga P . T . No . 2 Tq . Shirur Anantpa . , Dist . Latur .

Issued by Government Departments · Latur, Maharashtra
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Feb 2021
0 days left
EMD
19137
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Repair Work To Kambalga P . T . No . 2 Tq . Shirur Anantpa . , Dist . Latur .

BOQ

Name of Work: Construction of Repair work to Kambalga P.T. No. 2 Tq. Shirur Anantpa., Dist. Latur.
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Item No. 1:- Clearing cutting thorny shrubs bushes, grass as directed with 15m. lead & lift up to 1.5m.3627.9Sqm
22Item No. 2:- Cutting down trees including cutting trunks and branches and stacking the materials as directed with 15 mtr. Lead and lift up to 1.5mtr. etc. complete including up roofing and refilling the pit with material as directed (excluding extra material required for refilling) Girth between 30 cm. to 60 cm.35No.
33Item No.3:- Dismantling dry stone revetment of 20 cm. thick of hard trap stone including dressing the sides up to 50 m. and lift up to 1.5 m. as directed.972.39Cum
44Item No.4:- Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) 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 up to 15 m and 6m lift.298.58Cum
55Item No.5 :- Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level & profile etc., complete with lead up to 15 m & 6m lift.2196.43Cum
66Item No.6- Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.348.6Cum
77Item No. 7:- Providing and laying plastic film 500 micron HDPE Geo membrane film confirming to IS15351:2015 Type II as per specification including laying etc. complete.1667Cum
88Item No. 8:- Providing cut off trench filling using selected impervious soil directly available from material of excavation 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 layer to density control of not less than 95 percent or as stipulated using power roller etc. complete with lead up to 1 km. for water and 6 m. lift.953.69Cum
99Item No. 9:- Providing 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 layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.242Cum.
1010Item No. 10:- Providing hearting embankment using selected impervious material available Barrow Area in layeras 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 layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.845.24Cum
1111Item No. 11:- Providing casing 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 layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.1500.31Cum
1212Item No. 12:- Providing casing embankment using selected impervious material available barrow 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 layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.1297.06Cum.
1313Item No. 13:-Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.691Sqm
1414Item No. 14:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.1036Sqm
1515Item No.15:-Providing & fixing canal information board of 1.2 x 075 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey stone enameled bonded with red retro reflective sheet grade, reflection including two angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bonds of 30 cm. with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. And 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 x 60 x 75 cm as directed by engineer in charge.1No.

AI Tender Summary

OUR REF NO 26968640
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 18-02-2021
Authority
Authority Name Water Conservation Department
Work Description Construction Of Repair Work To Kambalga P . T . No . 2 Tq . Shirur Anantpa . , Dist . Latur .
Basic Detail
Tender No E-TENDER (B-1)/15/2020-21
Bidding Type Tender
Location
City Latur
State Maharashtra
Key Dates
Publish Date 12 Feb 2021
Submission Date 18 Feb 2021
Open Date 20 Feb 2021
Finance
Tender Value Ref. Documents
Tender Fee 1120
EMD 19137
Exemption Not Available
Document List
Tendernotice_1.pdf
E643CBB4-1641-4ACB-9AE4-ED10A4577D88.html
BOQ_1120271.xls
15kambalga2.pdf

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Tender Timeline

Feb 12, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 18, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 20, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

html

E643CBB4-1641-4ACB-9AE4-ED10A4577D88.html

xls

BOQ_1120271.xls

pdf

15kambalga2.pdf

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