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Rehabilitation Of Kandi Canal Stage-I From Rd 4350 To 5101Mtrs, EE SN Mechanical Div Hoshiarpur-Punjab

Water Resources Department-WRD has published Rehabilitation Of Kandi Canal Stage-I From Rd 4350 To 5101Mtrs. Submission Date for this Tender is 24-02-2021. Canal Construction Tenders in EE SN Mechanical Div Hoshiarpur Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

26708125
Corrigendum : Rehabilitation Of Kandi Canal Stage-I From Rd 4350 To 5101Mtrs
Open Tender
Indian
Punjab
EE SN Mechanical Div Hoshiarpur
24-02-2021

Tender Details

Rehabilitation Of Kandi Canal Stage-I From Rd 4350 To 5101Mtrs

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 26-Jan-2021 Date Corrigendum Date 06-02-2021
2 05-Feb-2021 DATE EXTENDED Date 10-02-2021
3 09-Feb-2021 CORRIGENDUM2 Date 16-02-2021
4 15-Feb-2021 CORRIGENDUM3 Date 20-02-2021
5 20-Feb-2021 CORRIGENDUM4 Date 24-02-2021

Key Value

Document Fees
INR 2000 /-
EMD
INR 850000.0 /-
Tender Value
INR 4.25 Crore /-

BOQ Items

Name of Work: Rehabilitation of Kandi Canal Stage-I from RD 4350 to 5101mtrs
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge upto 9cum/s including boundary road Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001112
2 1.01 for Discharge upto 1.5 cum/s. BI01010001010000000000000515BI0100001113 1 Cum
3 1.02 For Discharge exceeding 1.5 cum/s but upto 4.5 cum/s. BI01010001010000000000000515BI0100001114 1 Cum
4 1.03 For Discharge exceeding 4.5 cum/s. BI01010001010000000000000515BI0100001115 1 Cum
5 2 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001116 1 Cum
6 3 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001117 1 Cum
7 4 Extra for compansation & royalty for ordinary earth/ordinary clay taken from private land. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001118 1 Cum
8 5 Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001119
9 5.01 Disposal/carraige from 0 upto 450m. BI01010001010000000000000515BI0100001120 1 Cum
10 5.02 Disposal/ carraige additional beyond 450m upto 1Km. BI01010001010000000000000515BI0100001121 1 Cum
11 5.03 Disposal/carraige for every additional Km upto 10Km BI01010001010000000000000515BI0100001122 1 Cum
12 5.04 Disposal/carraige for every additional Km from 10Km upto 20Km BI01010001010000000000000515BI0100001123 1 Cum
13 5.05 Disposal/carraige for every additional Km from 20Km upto 30Km BI01010001010000000000000515BI0100001124 1 Cum
14 6 Excavation of Soil using Hyraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001125
15 6.01 Disposal/carraige from 0 upto 450m. BI01010001010000000000000515BI0100001126 1 Cum
16 6.02 Disposal/carraige for every additional 1 km upto 10 km (plains) BI01010001010000000000000515BI0100001127 1 Cum
17 6.03 Disposal/carraige for every additional Km from 10Km upto 20Km BI01010001010000000000000515BI0100001128 1 Cum
18 6.04 Disposal/carraige for every additional Km from 20Km upto 30Km BI01010001010000000000000515BI0100001129 1 Cum
19 7 Compaction complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001130
20 7.01 Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001131 1 Cum
21 7.02 Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001132 1 Cum
22 7.03 Extra for rolling to specifications. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001133 1 Cum
23 8 Earthwork excavation in ordinary soil, exclusive of compensation of earth:- BI01010001010000000000000515BI0100001134
24 8.01 Eartwork undressed with a combined lead upto 15 mts including breaking of clods. BI01010001010000000000000515BI0100001135 1 Cum
25 8.02 Extra for every 7.50 mtr additional lead beyond 15 mtr but upto 300 mtr. BI01010001010000000000000515BI0100001136 1 Cum
26 8.03 Extra for 7.50 mtr additional lead beyond 300 mtr but upto 500 mtr. BI01010001010000000000000515BI0100001137 1 Cum
27 9 Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001138 1 Sqm
28 10 Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001139 1 Sqm
29 11 Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001140 1 Sqm
30 12 Dressing of earth work repair work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001141 1 Sqm
31 13 Dressing of dowels in addition to payment for dressed earth work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001142 1 Sqm
32 14 Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001143
33 14.01 for 0 to 1.5 m depth. BI01010001010000000000000515BI0100001144 1 Cum
34 14.02 depth exceeding 1.5 m but upto 3.0 m depth. BI01010001010000000000000515BI0100001145 1 Cum
35 14.03 depth exceeding 3.0 m but upto 4.5 m depth. BI01010001010000000000000515BI0100001146 1 Cum
36 15 Excavating conglomerate for drains and bed sleepers under the lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001147 1 Cum
37 16 Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001148 1 Sqm
38 17 Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001149 1 Per mtr/cm depth
39 18 Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001150 1 Km
40 19 Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001151 1 Sqm
41 20 Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km for BI01010001010000000000000515BI0100001152
42 20.01 Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001153 1 Cum
43 20.02 Computerized Batching & Mixing plant mixed concrete lining on slide slopes upto vertical height above 2.0m but upto 3.5 m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001154 1 Cum
44 21 Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001155 1 Cum
45 22 Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001156 1 Cum/km
46 23 Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001157 1 Cum
47 24 Cement concrete 1:3:6 with stone blast or shingle mixing by mechanical means using concrete mixer volumertic type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001158 1 Cum
48 25 Cement concrete 1:2:4 with stone blast or shingle mixing by mechanical means using concrete mixer volumertic type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001159 1 Cum
49 26 Extra allowance for providing templates in curved portion of lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001160 1 Sqm of curved surface
50 27 Extra allowance for formwork in concrete lining in bed. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001161 1 Cum
51 28 Extra allowance for formwork in concrete lining on side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001162 1 Cum
52 29 extra allowance for scaffolding in tile , brick and concrete lining for side slopes only. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge BI01010001010000000000000515BI0100001163 1 Sqm
53 30 Bending and fixing iron rungs on lined slopes as per IS code:3873-1993. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001164 1 each
54 31 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001165 1 Mtr
55 32 Dismantling brick work tile, masonry or tile lining in cement. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001166 1 Cum
56 33 Dismantling concrete cement concrete plain 1:4:8 or 1:5:10. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001167 1 Cum
57 34 Dismantling concrete cement concrete plain 1:3:6 mix. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001168 1 Cum
58 35 Dismantling concrete cement concrete plain 1:2:4 mix. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001169 1 Cum
59 36 Dismantling concrete Reinfirced cement concrete . Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001170 1 Cum
60 37 Dismantling stone masonary/Rubble masonary in cement including stacking of serviceable materials and disposal of unserviceable materials. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001171 1 Cum
61 38 Dismantling stone pitching dry or soling. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001172 1 Cum
62 39 Scraping of Bricks dismantled from brick work in lime or cement. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001173 1 1000 nos
63 40 Scraping of cement plaster. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001174 1 Sqm
64 41 Scraping of dismantling boulder masonary/concrete. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001175 1 Cum
65 42 Supplying and laying of HDPE geomembrane 750 Micron thickness textured type for side slopes aa approved by engineer in charge pasting on both faces, including laying in posistion , anchorage, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001176 1 Sqm
66 43 Supplying and laying of HDPE geomembrane 750 Micron thickness textured type for Bed aa approved by engineer in charge pasting on both faces, including laying in posistion , anchorage, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001177 1 Sqm
67 44 Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001178 1 100 nos
68 45 Removal/ Clearance of slush from wet drains by mechanical means complete in all respect and upto the satisfaction of Engineer in charge. BI01010001010000000000000515BI0100001179 1 Cum
69 46 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001180 1 Qtl
70 47 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001181 1 Sqm
71 48 Providing, laying and fixing of Distance Marks including transportation. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001182 1 Each
72 49 Providing, laying and fixing of Boundary Pillar including transportation. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001183 1 Each
73 50 Cement concrete 1:8:16 With brick ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001184 1 Cum
74 51 Cement concrete 1:8:16 With stone aggregate 20mm gauge mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001185 1 Cum
75 52 Cement concrete 1:4:8 With stone blast 20mm gauge mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001186 1 Cum
76 53 Cement concrete 1:4:8 With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001187 1 Cum
77 54 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring & shuttring in foundation & plinth.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001188 1 Cum
78 55 Breaking ballast of 20 mm gauge from brick bats including stacks.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001189 1 Cum
79 56 First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001190 1 Cum
80 57 Boulder masonary in cement mortar (1:6) in foundation & plinth.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001191 1 Cum
81 58 Providing, Laying and fixing of APM outlet on non-inspection bank including dismantling of old outlets. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001192 1 Each
82 59 Providing, Laying and fixing of Pipe outlet on non-inspection bank including dismantling of old outlets. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. BI01010001010000000000000515BI0100001193 1 Each
83 60 Stone or kankar block pitching :- BI01010001010000000000000515BI0100001194
84 60.01 Horizontal BI01010001010000000000000515BI0100001195 1 cum
85 60.02 On slops of guide bandh and protection works BI01010001010000000000000515BI0100001196 1 cum
86 61 Grouting stone filling or pitching:- BI01010001010000000000000515BI0100001197
87 61.01 with bajri or shingal BI01010001010000000000000515BI0100001198 1 sqm
88 61.02 with mortar BI01010001010000000000000515BI0100001199 1 sqm
89 62 sand grouting stone apron with high pressure hose BI01010001010000000000000515BI0100001200 1 sqm
90 63 Any other item(CSR) BI01010001010000000000000515BI0100001201 1 As per CSR
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