Rehabilitation Of Kotli Minor From Rd 0-29500 By Concrete Lining M15 Concrete Mix , Mixed In Automatic Batching And Mixing Plant , Carried To Site Of Work In Transit Mixers And Laid Manually Specified Thickness .

Tender Notice

26589175
Rehabilitation Of Kotli Minor From Rd 0-29500 By Concrete Lining M15 Concrete Mix , Mixed In Automatic Batching And Mixing Plant , Carried To Site Of Work In Transit Mixers And Laid Manually Specified Thickness .
Indian
Punjab
13-01-2021
03-02-2021
04-02-2021

Tender Details

Rehabilitation Of Kotli Minor From Rd 0-29500 By Concrete Lining M15 Concrete Mix , Mixed In Automatic Batching And Mixing Plant , Carried To Site Of Work In Transit Mixers And Laid Manually Specified Thickness .

Key Value

Document Fees
INR 5000 /-
EMD
INR 886000.00 /-
Tender Value
INR 4.43 Crore /-

Attachment

FileName File Description File Size
BOQ_118879.xls Tender Document-BOQ 296.50
Tendernotice_1.pdf Tender Document-DNIT 3547.33
A26ECD05-B5D2-45D5-8250-E0FF36A29C66.html Tender Notice-Tender Notice 0

Other Information

Attachments
Additional Details Available on Click
✓ Tendering Authority
✓ Publication Document
(Tender Document / Tender Notice )

BOQ Items

Name of Work: Rehabilitation of Kotli Minor from RD 0-29500 by concrete lining M15 concrete Mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers and laid manually specified thickness.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 - BI01010001010000000000000515BI0100001112
2 1.01 Ordinary Jungle Clearance of both banks of running distributaries minors and drains with discharge upto 9 cum /s including boundary road \nB) Discharge exceeding upto 1.5 cumecs BI01010001010000000000000515BI0100001113 8.99 Km
3 2 Excavation in soil (any type) using hydraulic Excavator CK 90 with Hydraulic excavator of 0.9 cum bucket capacity including cutting, triming bottom and side slopes, in accordance with requirement of lines, grades and cross section , including all lift and combined lead up to 30 m complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001114 7476.29 cum
4 3 Excavation in soil (any type) using hydraulic Excavator and hydraulic tractor trolly with disposal upto 9.70 kmtr Ist 4.50 m katcha 2nd 7.00 km Pacca and last 2.25 Km Katcha along bank of canal (good earth from outside Barrow pit including cutting and loading and trolly with all leads and lifts along Kacha Bank/Pakka Bank complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001115 49849.8 cum
5 4 Dressing of side Slopes & Preparation of Sub grade for lining complete in all respect as per PWD BI01010001010000000000000515BI0100001116 48102.7 Sqm.
6 5 Extra for laying earth as per specification for compaction in 20 cm layers and dressing including the cost of rolling and watering as per PWD specification BI01010001010000000000000515BI0100001117 57547.7 Cum
7 6 Dressing of E/W BI01010001010000000000000515BI0100001118 27584 Sqm
8 7 E/w in excavation in foundation trenches etc. in all kind of soil wherer pick- jumper work is not involved and not exceding 2.0 mtr depth including dressing of bottom and side of trenches stacking and excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm, layer with compaction including disposal of all surplus soil as directed with lead of 30 mtr BI01010001010000000000000515BI0100001119 363.85 Cum
9 8 E/w excavator in conglomerate for drains and bed sleeper under the lining BI01010001010000000000000515BI0100001120 383.24 Cum
10 9.01 E/W for lip cutting for lining of irrigation channels inclusive of all allowances leads & dressing \na) 0-1.5 mtr, depth BI01010001010000000000000515BI0100001121 12094.7 Cum
11 9.02 B) depth exceeding 1.5 mtr up to 3.00 mtr BI01010001010000000000000515BI0100001122 1097.86 cum
12 10 Cement water slury 1:3, with cement @2.25 kg per sqm as on prepared side slope before laying concrete on side slopes including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001123 48102.7 Sqm
13 11 Providing & laying 60 mm thick or less cement concrete lining using cement concrete M15 With content 325 kg. per/cum, mixed in automatic Computerized batching and mixing plant, carried to side of work in transit mixers with Av. lead 1 km ( for trapzadical section Cup section of all RADII ) laid Manually with specified thickness including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001124 2874.31 Cum
14 12 Providing and laying Cement concrete (M15) for coping mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001125 363.85 cum
15 13 Providing and laying Cement concrete (M15) sleepers in bed and side slopes below the joints of concrete lining mixed in automatic computerized batching and mixing Plant and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001126 383.24 cum
16 14 Dag belling single Kassi stroke BI01010001010000000000000515BI0100001127 17.98 Km
17 15 Filling expansion joints with special impervious hot pour 12.5 mm wide including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge BI01010001010000000000000515BI0100001128 908.76 m/cm/depth
18 16 Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001129 3046.98 Sqmtr
19 17 Applying extra bituman painting as 0.69 kg /per sqmtr on concrete surface of construction joint and bed sleeper including supply and carriage of all material complete in all respect as per PWD specification. BI01010001010000000000000515BI0100001130 2894.36 Sqm
20 18 Filling of construction joint with sealing compound including supply and carriage of all material complete in all respect as per PWD specification. BI01010001010000000000000515BI0100001131 15357 Mtr
21 19 Providing and laying polythene 150 micron over sleeper on construction joints and expansion joints complete in all respect as per PWD specification. BI01010001010000000000000515BI0100001132 419.17 Kg
22 20 1.\tProviding and laying, fixing and jointing PVC pipes as per ISI 4985 along the trenches and laying the same in tranches to correct alignment, gradient, \tCutting jointing and testing complete as per specification. \n(a) 75 mm (3”)o/d pipe of 6kgf/sqcm BI01010001010000000000000515BI0100001133 35.05 mtr
23 20.01 110 mm (4”)o/d pipe of 6kgf/sqcm BI01010001010000000000000515BI0100001134 27.43 mtr
24 20.02 160 mm (6”)o/d pipe of 6kgf/sqcm BI01010001010000000000000515BI0100001135 105.26 mtr
25 20.03 200 mm (8”)o/d pipe of 6kgf/sqcm BI01010001010000000000000515BI0100001136 0.0001 mtr
26 21 E.W. dismantling or construction of new pipe or barrel type outlet (including refilling,consolidation and type dressing) channel discharge up to 1.5 cum per second (A) E.W. dismantling or construction of new pipe or barrel type outlet (including refilling, consolidation and type dressing) BI01010001010000000000000515BI0100001137 24 job
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.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2021 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail