Rehabilitation Of Kotli Minor From Rd 29500-65000 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

26589212
Rehabilitation Of Kotli Minor From Rd 29500-65000 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 29500-65000 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 1014000.00 /-
Tender Value
INR 5.07 Crore /-

Attachment

FileName File Description File Size
Tendernotice_1.pdf Tender Document-DNIT 3547.94
BOQ_118882.xls Tender Document-BOQ 295.50
AFE5C4D5-46AD-40B1-B261-641FE7EEA82C.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 29500-65000 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 10.82 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 9842.08 cum
4 3 Excavation in soil (any type) using hydraulic Excavator and hydraulic tractor trolly with disposal upto 9.50 kmtr Ist 6.80 km Pacca and last 2.70 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 84148 cum
5 4 Dressing of side Slopes & Preparation of Sub grade for lining complete in all respect as per PWD BI01010001010000000000000515BI0100001116 42780.5 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 75828 Cum
7 6 Dressing of E/W BI01010001010000000000000515BI0100001118 51539.4 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 448.07 Cum
9 8 E/w excavator in conglomerate for drains and bed sleeper under the lining BI01010001010000000000000515BI0100001120 142.1 Cum
10 9 E/W for lip cutting for lining of irrigation channels inclusive of all allowances leads & dressing \na) 0-1.5 mtr, depth BI01010001010000000000000515BI0100001121 9450.63 Cum
11 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. BI01010001010000000000000515BI0100001122 42780.5 Sqm
12 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. BI01010001010000000000000515BI0100001123 2464.68 Cum
13 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. BI01010001010000000000000515BI0100001124 448.07 cum
14 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. BI01010001010000000000000515BI0100001125 142.1 cum
15 14 Dag belling single Kassi stroke BI01010001010000000000000515BI0100001126 21.34 Km
16 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 BI01010001010000000000000515BI0100001127 554.4 m/cm/depth
17 16 Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per PWD specification and Engineer in Charge. BI01010001010000000000000515BI0100001128 3132.22 Sqmtr
18 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. BI01010001010000000000000515BI0100001129 1989.59 Sqm
19 18 Filling of construction joint with sealing compound including supply and carriage of all material complete in all respect as per PWD specification. BI01010001010000000000000515BI0100001130 13466.7 Mtr
20 19 Providing and laying polythene 150 micron over sleeper on construction joints and expansion joints complete in all respect as per PWD specification. BI01010001010000000000000515BI0100001131 294.71 Kg
21 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 BI01010001010000000000000515BI0100001132 67.07 mtr
22 20.01 110 mm (4”)o/d pipe of 6kgf/sqcm BI01010001010000000000000515BI0100001133 24.38 mtr
23 20.02 160 mm (6”)o/d pipe of 6kgf/sqcm BI01010001010000000000000515BI0100001134 121.94 mtr
24 20.03 200 mm (8”)o/d pipe of 6kgf/sqcm BI01010001010000000000000515BI0100001135 0.0001 mtr
25 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) BI01010001010000000000000515BI0100001136 22 job
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