Irrigation And Public Health Department has published Construction Of Psmip In Tehsil Nurpur Distt. Kangra (Hp)(Sh:- Construction Of Phina Singh Medium Irrigation Project In Teh,Nurpurdistt. Kangra H.P. (Sh:-Construction Of Distributary D2 Of Length 3435M I.E. Offtake Of Main Canal At Rd 6045/Rd 00(Offtake) . Submission Date for this Tender is 14-01-2020. Irrigation Work Tenders in Sadwan Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work:-C/O PSMIP in Tehsil Nurpur Distt. Kangra (HP)(SH:- C/O Phina Singh Medium Irrigation Project in Teh,NurpurDistt. Kangra H.P. (SH:-C/O Distributary D2 of length 3435m i.e. offtake of Main Canal at RD 6045/RD 00(offtake) to 3435=3435m having structures such as RCC Aqueducts, RCC open trough on pedestals and N.S.L, RCC (cut & cover) barrel, RCC Vertical Falls, RCC Syphons under roads & tractor crossing etc. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting in earth and disposal of excavated earth work upto a lead of 20 mtrs. pick and jumper work .within all leads and lifts and as per the direction and satisfaction of the Engineer- in - Charge. | 98966.4 | Per Cum | |
| 2 | 2 | Excavation in foundation and trenches in earth work in all lift and all kind of soil such as pick jumper work soft rock chiseling and wedging out or rocks where blasting is prohibited including pumping and bailing out water and saturated soil including stacking the excavated soil with in all leads and lifts clearfrom the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinths side of foundation consolidating each deposited layers by ramming and watering in all kind of soils and including cleaning jungle uprooting of ranks , vegetations grass bush wood ,trees and saplings of all girth /height / depth as directed with in all leads and lifts and disposal of excavated earth as directed.upto 6 metre depth.Pick and Jumper. | 205.89 | Per Cum | |
| 3 | 2.01 | Excavation in foundation and trenches in earth work in all lift and all kind of soil such as pick jumper work and hard rock blasting chiseling and wedging out or rocks where blasting is prohibited including pumping and bailing out water and saturated soil including stacking the excavated soil with in all leads and lifts clearfrom the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinths side of foundation consolidating each deposited layers by ramming and watering in all kind of soils and including cleaning jungle uprooting of ranks , vegetations grass bush wood ,trees and saplings of all girth /height / depth as directed with in all leads and lifts and disposal of excavated earth as directed.upto 6 metre depth.Hard Rock. | 18404.5 | Per Cum | |
| 4 | 3 | Excavation in drains and channels etc. in earth work including of side and bed and disposing of all excavated earth upto all lift to be levelled and neatly dress in earth work all kind of soil such as pick jumper work hard and rocks as directed with in all leads and lifts and disposal of excavated earth as directed. | 13725.5 | Per Cum | |
| 5 | 4 | Providing and Laying cement concrete ( M-15 ) 1:3:6( 1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) excluding cost of form work in foundation and plinth with in all leads & lifts and entire satisfaction of the Engineer in charge. | 452.16 | Per Cum | |
| 6 | 5 | Providing and Laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size ) excluding cost of form work in foundation and plinth with all leads and lifts as per direction of the engineer in charge. | 678.54 | Per Cum | |
| 7 | 6 | Providing and Laying cement concrete ( M-25 ) 1:1.5:3( 1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size ) concreting under water and curing complete excluding cost of form work and reinforced concrete work :- | |||
| 8 | 6.01 | In foundation, footing bases of columns and the like and mass concrete with in all leads & lifts and entire satisfaction of the Engineer in charge. | 1667.98 | Per Cum | |
| 9 | 6.02 | In foundation and plinth with in all leads & lifts and entire satisfaction of the Engineer in charge. | 1438.74 | Per Cum | |
| 10 | 6.03 | In vertical walls (any thickness but not less than 10 meters thickness )attached pilaasters , plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. | 2244.46 | Per Cum | |
| 11 | 6.04 | Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 6 m to 12 m Stage2nd | 540.36 | Per Cum | |
| 12 | 6.05 | Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 12 m to 18 m Stage 3rd | 369.72 | Per Cum | |
| 13 | 6.06 | Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 18 m to 24 m Stage 4 th | 71.1 | Per Cum | |
| 14 | 6.07 | Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 24 m to 30 m Stage 5 th | 85.32 | Per Cum | |
| 15 | 6.08 | Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 30 m to 36m Stage 6 th | 28.44 | Per Cum | |
| 16 | 6.09 | In suspended floor roof landing and shelves and their support balconies beams girders , breassumers and cantilevers up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge . | 1683.58 | Per Cum | |
| 17 | 6.1 | Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 6 m to 12 m height Stage 2 nd. | 729.94 | Per Cum | |
| 18 | 6.11 | Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 12 m to 18m height Stage 3 rd | 530.76 | Per Cum | |
| 19 | 6.12 | Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 18 m to 24m height Stage 4 th | 105.71 | Per Cum | |
| 20 | 6.13 | Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 24 m to 30 m height Stage 5 th | 130.64 | Per Cum | |
| 21 | 6.14 | Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge . From 30 m to 36 m height Stage 6 th | 34.71 | Per Cum | |
| 22 | 7 | Providing and Laying cement concrete 1:1:2 (M-30) ( 1 cement : 1 sand : 2 graded stone aggregate 20 mm nominal size ) including concreting under water and curing complete excluding cost of form work and reinforcement for reinforcedconcrete works:- | |||
| 23 | 7.01 | Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. upto 6 m. height Stage 1st | 1575.35 | Per Cum | |
| 24 | 7.02 | Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 6 m to 12 m. height Stage 2 nd\n \n | 400.45 | Per Cum | |
| 25 | 7.03 | Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 12 to 18 m. height Stage 3 rd | 181.43 | Per Cum | |
| 26 | 7.04 | Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 18 to 24 m. height Stage 4 th | 53.14 | Per Cum | |
| 27 | 7.05 | Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 24 to 30 m. height Stage 5 th \n | 18.17 | Per Cum | |
| 28 | 8 | Providing Tor steel HYSD -Fe 415 or TMT as per IS 1786 reinforcement for RCC work including bending ,binding and placing in position complete upto floor two levels with in all leads and lifts as per the direction of the engineer in charge. | 1.21984e+06 | Per kg | |
| 29 | 9 | Providig form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering and propping etc. with wooden battensand ballies ,height of propping and centring below supporting floor to cieling not exceeding 4 mtrs and removals of the same for institute reinforced concrete and concrete work in:- | |||
| 30 | 9.01 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. upto 4 m | 17817.8 | Per Sqm | |
| 31 | 9.02 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 4 m to 7 m | 1435.19 | Per Sqm | |
| 32 | 9.03 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 7 m to 10 m | 3136.18 | Per Sqm | |
| 33 | 9.04 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 10m to 13 m | 2267.98 | Per Sqm | |
| 34 | 9.05 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 13 m to 16 m | 1541.53 | Per Sqm | |
| 35 | 9.06 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 16 m to 19 m | 1541.53 | Per Sqm | |
| 36 | 9.07 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 19 m to 22 m | 815.1 | Per Sqm | |
| 37 | 9.08 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 22m to 25 m | 301.2 | Per Sqm | |
| 38 | 9.09 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 25m to 28 m | 434.1 | Per Sqm | |
| 39 | 9.1 | Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 28m to 31 m | 531.6 | Per Sqm | |
| 40 | 9.11 | Columns, pillars posts and struts ( circular and curved plan) stage Ist upto 4 metre height. \n | 3188.13 | Per Sqm | |
| 41 | 9.12 | Columns, pillars posts and struts ( circular and curved plan) from 4 m to 7 m height stage 2 nd. | 929.52 | Per Sqm | |
| 42 | 9.13 | Columns, pillars posts and struts ( circular and curved plan) from 7 m to 10m height stage 3 rd. | 640.49 | Per Sqm | |
| 43 | 9.14 | Columns, pillars posts and struts ( circular and curved plan) from 10 m to 13m height stage 4 th. | 435.51 | Per Sqm | |
| 44 | 9.15 | Columns, pillars posts and struts ( circular and curved plan) from 13 m to 16 m height stage 5 th. | 256.07 | Per Sqm | |
| 45 | 9.16 | Columns, pillars posts and struts ( circular and curved plan) from 16 m to 19 m height stage 6 th. | 166.62 | Per Sqm | |
| 46 | 9.17 | Columns, pillars posts and struts ( circular and curved plan) from 19 m to 22 m height stage 7 th. | 107.22 | Per Sqm | |
| 47 | 9.18 | Columns, pillars posts and struts ( circular and curved plan) from 22 m to 25 m height stage 8 th. | 78.16 | Per Sqm | |
| 48 | 9.19 | Columns, pillars posts and struts ( circular and curved plan) from 25m to 28 m height stage 9 th. | 38.88 | Per Sqm | |
| 49 | 9.2 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in the all leads and lifts as per the direction of the Engineer -in -Charge. Upto 4 m height | 4916.72 | Per Sqm | |
| 50 | 9.21 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 4 m to7 m | 1368.09 | Per Sqm | |
| 51 | 9.22 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 7 m to10 m | 2792.35 | Per Sqm | |
| 52 | 9.23 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 10 m to13 m | 2026.37 | Per Sqm | |
| 53 | 9.24 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 13 m to16 m | 1387.03 | Per Sqm | |
| 54 | 9.25 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 16 m to19 m | 1387.03 | Per Sqm | |
| 55 | 9.26 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 19 m to22 m | 747.7 | Per Sqm | |
| 56 | 9.27 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 22 m to25 m | 259.39 | Per Sqm | |
| 57 | 9.28 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 25 m to28 m | 382.99 | Per Sqm | |
| 58 | 9.29 | Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 28 m to31 m | 494.4 | Per Sqm | |
| 59 | 10 | Providind & Fixing PVC ventilation pipe 100 mm dia | 168 | Per Rmt | |
| 60 | 11 | Providind & Fixing Elastormer bearing Neoprine type / pads of size [320x250x33 mm ] | 380 | Nos | |
| 61 | 12 | Providig and fixing bitumen fiber board 20 mm thick 250 mm wide complete in all respect with in all leads and lift and as per the direction of the Engineer in Charge . | 361.17 | Per Sqm | |
| 62 | 13 | Providing and fixing 250 mm wide water stopper seal 10 mm to 12 mm thick for RCC box complete. | 1379.27 | Per Rmt | |
| 63 | 14 | wearing coat over top slab(1:1.5:3) of barrel for road carriage way complete in all respect with in all leads & lifts and entire satisfaction of the Engineer - in - Charge | 15.54 | Per Cum | |
| 64 | 15 | Providing in earth work and filling in 15 cm layer in foundation and plinth including ramming ,watering & consolidating upto a leads of 20 mtr and with in all leads and lifts and as per the direction of E- in - C. | 50079.4 | Per Cum | |
| 65 | 15.01 | Excavation in earth work and filling in 15 cm layer in foundation and plinth including ramming ,watering & consolidating upto a leads of 20 mtr and with in all leads and lifts and as per the direction of E- in - C. | 180 | Per Cum | |
| 66 | 16 | Top paper bearing or bitmen coating two coat complete in all respect with in all leads &lifts and entire satisfaction of the Engineer in Charge. | 49.41 | Per Cum | |
| 67 | 17 | Providing and fixing plastic strips in joints of flooring completein respect with in all leads & lifts and entire satisfaction of the Engineer - in - Charge | 30 | Per mtrs | |
| 68 | 18 | Consultancy Charges for Design/Drawings and soil investigations @ 8 % on Rs 256275256.00 | 1 | Job |
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