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.
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 |
Name of Work: Rehabilitation of Kandi Canal Stage-I from RD 4350 to 5101mtrs | |||||
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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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