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Tender For Babubil Elis (Part-I) Under Pmksy (Hkkp) For The Year 2021-22, kokrajhar-Assam

Bodoland Territorial Council has published Tender For Babubil Elis (Part-I) Under Pmksy (Hkkp) For The Year 2021-22. Submission Date for this Tender is 21-02-2023. Pump House Construction Tenders in kokrajhar Assam. Bidders can get complete Tender details and download the document.




Tender Notice

35964588
Tender For Babubil Elis (Part-I) Under Pmksy (Hkkp) For The Year 2021-22
Open Tender
Indian
Assam
kokrajhar
21-02-2023

Tender Details

Babubil Elis ( Part-I ) Under Pmksy ( Hkkp ) For The Year 2021-22- 1 Construction of Pump House 2 Earth work in excavation in foundation trenches in all types of soil removing the surplus water where necessary and refilling the site after completion of work including ramming, dressing, watering with local carriage etc. complete as directed.Foundation 3 R.C.C. work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out water where necessary and carrying with supplying all materials complete as directed.(Temporary arrangement for obtaining clear water should be made at site. (Payment of reinforcement will be made separately) 4 Brick work in cement mortar6mm thick with 1st class brick includingracking out joint and curing etc. complete asdirected . Prop 1:4 (A) up to plinth:- 5 125 mm thick 1st Class brick nogged wall in cement mortar including racking out joints and curing complete as directed. Prop 1:4 6 25 mm thick artificial stone damp proofcoats as specified in Prop. 1:2:4 with stone aggregate 6mm to 20 mm size with CICO or other similar dam proofingcompound. Complete as directed. 7 Sand/Earth filling in & plinth in layers not more than 15 cm thick , including carriage , watering ramming etc complete as directed & specified. 8 63 mm thick flooring with cement concrete in prop 1 : 3 : 6 with stone aggregate of size 13 mm to 38 mm free from dust , dirt and other foreign material over one flat brick soling including 12 mm thick cement plastering in prop. 1:3 and neat cement polishing on top watering curing etc. Complete as directed. 9 12mm thick cement plastering including clearing the surface and curing etc. Complete as directed. (Prop. 1:4). 10 Providing dressed 1st class Sal wood works in posts, walls, battens, post plates, trusses, chowkaths, brackets etc. including supplying and fixing spikes, nails, screws, bolts and nuts up to 16mm dia etc. complete as directedwith kiricide oiling 2 coats etc complete as directed( Sal wood ) 11 Providing, fitting and fixing 1st class local doors and windows including supplying, fitting and fixing with hinges, hooks, rings, handle, tower bolts etc. complete as directed 38 mm thick full paneled 12 Providing, fitting and fixing 1st class local doors and windows including supplying, fitting and fixing with hinges, hooks, rings, handle, tower bolts etc. complete as directed Full Glassed Ventilator 13 Clearing and white washing including earth oiling in wood works in battens, post plates etc. complete as directed. Two coats 14 Clearing and white washing two coatscomplete as directed. 15 Supplying , fitting , fixing and laying In position M.S.Rod /T.S. Rod of all sizes in position as per design and drawing as requiredincluding cutting cranking and making hooks with necessary lappages and tyingwith wire (black) complete as directed including cost of all materials 16 Construction of Collecting Tank 17 Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary).All types of soil except soil mixed with gravel and boulders for normal lead of 30 m and lift of 1.50m 18 Cement concrete work in prop 1: 3:6 with aggregate of size 13mm to 38mm free from dust, dirt and other foreign material including rodding / vibrating bailing out of water where necessary and curing with supply of all materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site). I) Without Shuttering 19 Cement concrete work in prop 1: 3:6 with aggregate of size 13mm to 38mm free from dust, dirt and other foreign material including rodding / vibrating bailing out of water where necessary and curing with supply of all materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site). II) With Shuttering 20 12mm thick cement plastering including clearing the surface and curing etc. Complete as directed. (Prop. 1:3). 21 Supplying, fitting, fixing and laying in position M.S/ T.S. Rodof all sizes in position as per design and drawing as requiredincluding cutting cranking and making hooks with necessary lappages and tyingwith wire (black) complete as directed including cost of all materials i) 10 mm dia 25 c/c both way 22 R.C.C. work in prop 1:2:4ofaggregate of size 13mm to 38 mm free from dust dirt and other foreign materials with proper reinforcement as per design and drawing, includingrodding / vibrating curing etc withbailing out water where necessary complete as directed. (Payment of reinforcement will be made separately) i)Without Shuttering 23 Construction of Wooden Kappier 24 Supplying and driving of sal wood piles 25 cm to30 cm dia dress to hard wood ( to support the pipe at suction,) including making length every 30 cm in interval & coaltaring two coats with best qualitytar applied hot ,complete as directed. (Rate is inclusive of required quantity of the tar) 25 Providing undressed sal wood work in roof frame, struts purlin etc. including supplying & fixing necessary spikes, nails screws ,nuts and bolts of 16 mm dia etc complete with kiricide oiling 2 coats as directed 26 Bank Protection of at Intake Point 27 Earth work in all soils in canal embankment & bed filling as per designed section and grade by truck carriage from a minium distance of 4 K.M. including paying compensation of earth obtained from private land if any, loading, unloading & making stacks not more than 1 M height & then spreading the same in embankment in layers not exceeding 15 cm. thick including clearing light jungles removing trees upto 15 cm. dia. & uprooting roots & stumps etc. from the seat of embankment breaking clods to not more than 10 mm cubem ramming, dressing, roughening the seat of embankment, profilling etc. with all lift complete as directed (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity) 28 Collection & supply of one man size hard river buolder of size 23 cm. to 30 cm. including loading, unloading, stacking in measurable stacks at site not more than 1 m. height including paying forest royalty sales tax. etc. including local carriage to work site (Distance from quarry to work site = 50.00 km.) 29 Labour charge for pitching with one man size Boulder including dressing and ramming the seat to prpper size and slope pitching etc. with local carriage of Boulder from a distance of 50 M with lift up to 3 M complete as directed. 30 Construction of boulder sausage work of size 1.00 m x 1.00 m, including suppying of all materials with 23 cm to 30 cm size river boulder collected from a lead of50.00 KM encaged in 15cmx15cm mesh in 8G/10G hexagonal wire netting of filling th voids between boulder tied with 10G/18G galvd tying wire at 30 cm apart laid in position as per direction including necessary local carriage of materials paying necessary forest royalty including providing 1.00 no. of whole Jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.50 m apart driven at least 0.60 m below ground and tying with sausage etc. all complete as directed. 31 Construction ofVillage Road Crossing Culvert 32 Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) (For normal lead of 30 m & lift of 1.50 m.) 33 Cement concrete work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) a) River shingles.i) Without Shuttering without dewatering 34 R.C.C. work in prop. 1:2:4 with aggreagte of size 13 mm to 38 mm free from dust, dirt and other foreign materials with proper reinforcement as design and drawing including rodding/vibrating, curing etc. with bailing out water necessary complete as directed. (Payment of reinforcement will be made separately) 35 Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed. 36 Centering and shutteringincluding proping etc.Wherenecessary and removalof forms after completion of C.C and R.C.C works completeas directed. (Measurementto be taken on the face area timbered).(a) Shuttering column, pier etc (fitting and dismantling) 37 12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed. 38 Collection & supply of one man size 23 cm. to 30 cm. Hard river boulder including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 25 K.m.) 39 Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. with local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. 40 Earth work in back filling og structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed. 41 Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any loading, unloading and stacking at not more than 1.00 M height and spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed. 42 Collection and supply of gravel free from dust, dirt and other foreign materials, paying forest royalty, sales tax etc. at work site including stacking in measurable stacks complete as directed. (Considering average distance of 25 Km ) 43 Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc. 44 Construction of Cattle Crossing Culvert ( For 2 Nos) 45 Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) 46 Cement concrete work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) a) River shingles. 47 R.C.C. work in prop. 1:2:4 with aggreagte of size 6 mm to 20 mm free from dust, dirt and other foreign materials with proper reinforcement as design and drawing including rodding/vibrating, curing etc. with bailing out water necessary complete as directed. (Payment of reinforcement will be made separately) 48 Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed. 49 Centering and shutteringincluding proping etc.Wherenecessary and removalof forms after completion of C.C and R.C.C works completeas directed. (Measurementto be taken on the face area timbered). 50 12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed. 51 Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 25 K.m.) 52 Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. 53 Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed. 54 Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any loading, unloading and stacking at not more than 1.00 M height and spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed. 55 Construction of H.P.Outlet (For 7 Nos) 56 Earthworkinexcavation in foundationof canalstructuresin alltypesofsoilas per design anddrawingincludingdressing the foundation, shoring etc.removingthesurplus spoil by head lead toasafe distance from the workingplace anddepositingrequiredspoil in uniform layer, dressing, watering, breaking clods to not more than 10mm cube with compaction as directed at site (Including bailing out stagnant water where necessary) A) All types of soil except soil mixed with gravel and boulder (For normal lead of 30 m and lift of 1.50 m) Without de-watering. 57 Supplying of R.C.C spun pipes of diameter 0.15 m with collar complete as directed. 58 Carriage of spun pipes with collars to the work site from departmental go-down in-cluding loading, unloading etc. complete as directed. Diameter = 0.15 m and distance to be carried= 55 KM 59 C.C work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materialsincluding rodding / vibrating,bailing out of water where necessary and curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site. (Machine mixed)i) River shingles without shuttering and without de-watering:- 60 C.C work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materialsincluding rodding / vibrating,bailing out of water where necessary and curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site. (Machine mixed) ii) River shingles with shuttering and without de-watering:- 61 Laying in position the R.C.C spun pipes with necessary collars including local carriage etc. complete as directed. 62 12 mm thick cement plastering including clearing the surface and curing etc. complte as directed. (Prop. 1:3) 63 Collection and supply of sand free from dust dirt & other foreign materials from approved quarry including screening,stacking and payment necessary forest royalty including carrying to the work site etc .complete as directed 64 Earth work in back filling of structure with earth obtaining from outside borrow pit filling with 15cm layer, ramming, dressing, watering and compaction including paying compensation of land, if any with lead up to 3.00 m and lift 1.50 m.

Key Value

Document Fees
INR 2900 /-
EMD
INR 287079.0 /-
Tender Value
INR 1.43 Crore /-

BOQ Items

Name of Work:“Babubil ELIS (Part-I) under PMKSY (HKKP) for the year 2021-22”.
Sl. No. Item Description
1Construction of Pump House
2Earth work in excavation in foundation trenches in all types of soil removing the surplus water where necessary and refilling the site after completion of work including ramming, dressing, watering with local carriage etc. complete as directed.Foundation
3R.C.C. work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out water where necessary and carrying with supplying all materials complete as directed.(Temporary arrangement for obtaining clear water should be made at site. (Payment of reinforcement will be made separately)
4Brick work in cement mortar6mm thick with 1st class brick includingracking out joint and curing etc. complete asdirected . Prop 1:4 (A) up to plinth:-
5125 mm thick 1st Class brick nogged wall in cement mortar including racking out joints and curing complete as directed. Prop 1:4
625 mm thick artificial stone damp proofcoats as specified in Prop. 1:2:4 with stone aggregate 6mm to 20 mm size with CICO or other similar dam proofingcompound. Complete as directed.
7Sand/Earth filling in & plinth in layers not more than 15 cm thick , including carriage , watering ramming etc complete as directed & specified.
863 mm thick flooring with cement concrete in prop 1 : 3 : 6 with stone aggregate of size 13 mm to 38 mm free from dust , dirt and other foreign material over one flat brick soling including 12 mm thick cement plastering in prop. 1:3 and neat cement polishing on top watering curing etc. Complete as directed.
912mm thick cement plastering including clearing the surface and curing etc. Complete as directed. (Prop. 1:4).
10Providing dressed 1st class Sal wood works in posts, walls, battens, post plates, trusses, chowkaths, brackets etc. including supplying and fixing spikes, nails, screws, bolts and nuts up to 16mm dia etc. complete as directedwith kiricide oiling 2 coats etc complete as directed( Sal wood )
11Providing, fitting and fixing 1st class local doors and windows including supplying, fitting and fixing with hinges, hooks, rings, handle, tower bolts etc. complete as directed 38 mm thick full paneled
12Providing, fitting and fixing 1st class local doors and windows including supplying, fitting and fixing with hinges, hooks, rings, handle, tower bolts etc. complete as directed Full Glassed Ventilator
13Clearing and white washing including earth oiling in wood works in battens, post plates etc. complete as directed. Two coats
14Clearing and white washing two coatscomplete as directed.
15Supplying , fitting , fixing and laying In position M.S.Rod /T.S. Rod of all sizes in position as per design and drawing as requiredincluding cutting cranking and making hooks with necessary lappages and tyingwith wire (black) complete as directed including cost of all materials
16Construction of Collecting Tank
17Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary).All types of soil except soil mixed with gravel and boulders for normal lead of 30 m and lift of 1.50m
18Cement concrete work in prop 1: 3:6 with aggregate of size 13mm to 38mm free from dust, dirt and other foreign material including rodding / vibrating bailing out of water where necessary and curing with supply of all materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site). I) Without Shuttering
19Cement concrete work in prop 1: 3:6 with aggregate of size 13mm to 38mm free from dust, dirt and other foreign material including rodding / vibrating bailing out of water where necessary and curing with supply of all materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site). II) With Shuttering
2012mm thick cement plastering including clearing the surface and curing etc. Complete as directed. (Prop. 1:3).
21Supplying, fitting, fixing and laying in position M.S/ T.S. Rodof all sizes in position as per design and drawing as requiredincluding cutting cranking and making hooks with necessary lappages and tyingwith wire (black) complete as directed including cost of all materials i) 10 mm dia 25 c/c both way
22R.C.C. work in prop 1:2:4ofaggregate of size 13mm to 38 mm free from dust dirt and other foreign materials with proper reinforcement as per design and drawing, includingrodding / vibrating curing etc withbailing out water where necessary complete as directed. (Payment of reinforcement will be made separately) i)Without Shuttering
23Construction of Wooden Kappier
24Supplying and driving of sal wood piles 25 cm to30 cm dia dress to hard wood ( to support the pipe at suction,) including making length every 30 cm in interval & coaltaring two coats with best qualitytar applied hot ,complete as directed. (Rate is inclusive of required quantity of the tar)
25Providing undressed sal wood work in roof frame, struts purlin etc. including supplying & fixing necessary spikes, nails screws ,nuts and bolts of 16 mm dia etc complete with kiricide oiling 2 coats as directed
26Bank Protection of at Intake Point
27Earth work in all soils in canal embankment & bed filling as per designed section and grade by truck carriage from a minium distance of 4 K.M. including paying compensation of earth obtained from private land if any, loading, unloading & making stacks not more than 1 M height & then spreading the same in embankment in layers not exceeding 15 cm. thick including clearing light jungles removing trees upto 15 cm. dia. & uprooting roots & stumps etc. from the seat of embankment breaking clods to not more than 10 mm cubem ramming, dressing, roughening the seat of embankment, profilling etc. with all lift complete as directed (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity)
28Collection & supply of one man size hard river buolder of size 23 cm. to 30 cm. including loading, unloading, stacking in measurable stacks at site not more than 1 m. height including paying forest royalty sales tax. etc. including local carriage to work site (Distance from quarry to work site = 50.00 km.)
29Labour charge for pitching with one man size Boulder including dressing and ramming the seat to prpper size and slope pitching etc. with local carriage of Boulder from a distance of 50 M with lift up to 3 M complete as directed.
30Construction of boulder sausage work of size 1.00 m x 1.00 m, including suppying of all materials with 23 cm to 30 cm size river boulder collected from a lead of50.00 KM encaged in 15cmx15cm mesh in 8G/10G hexagonal wire netting of filling th voids between boulder tied with 10G/18G galvd tying wire at 30 cm apart laid in position as per direction including necessary local carriage of materials paying necessary forest royalty including providing 1.00 no. of whole Jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.50 m apart driven at least 0.60 m below ground and tying with sausage etc. all complete as directed.
31Construction ofVillage Road Crossing Culvert
32Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) (For normal lead of 30 m & lift of 1.50 m.)
33Cement concrete work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) a) River shingles.i) Without Shuttering without dewatering
34R.C.C. work in prop. 1:2:4 with aggreagte of size 13 mm to 38 mm free from dust, dirt and other foreign materials with proper reinforcement as design and drawing including rodding/vibrating, curing etc. with bailing out water necessary complete as directed. (Payment of reinforcement will be made separately)
35Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
36Centering and shutteringincluding proping etc.Wherenecessary and removalof forms after completion of C.C and R.C.C works completeas directed. (Measurementto be taken on the face area timbered).(a) Shuttering column, pier etc (fitting and dismantling)
3712mm thick cement Plastering including clearing the surface &curing etc. Complete as directed.
38Collection & supply of one man size 23 cm. to 30 cm. Hard river boulder including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 25 K.m.)
39Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. with local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed.
40Earth work in back filling og structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.
41Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any loading, unloading and stacking at not more than 1.00 M height and spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed.
42Collection and supply of gravel free from dust, dirt and other foreign materials, paying forest royalty, sales tax etc. at work site including stacking in measurable stacks complete as directed. (Considering average distance of 25 Km )
43Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
44Construction of Cattle Crossing Culvert ( For 2 Nos)
45Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder)
46Cement concrete work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) a) River shingles.
47R.C.C. work in prop. 1:2:4 with aggreagte of size 6 mm to 20 mm free from dust, dirt and other foreign materials with proper reinforcement as design and drawing including rodding/vibrating, curing etc. with bailing out water necessary complete as directed. (Payment of reinforcement will be made separately)
48Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed.
49Centering and shutteringincluding proping etc.Wherenecessary and removalof forms after completion of C.C and R.C.C works completeas directed. (Measurementto be taken on the face area timbered).
5012mm thick cement Plastering including clearing the surface &curing etc. Complete as directed.
51Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 25 K.m.)
52Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed.
53Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.
54Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any loading, unloading and stacking at not more than 1.00 M height and spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed.
55Construction of H.P.Outlet (For 7 Nos)
56Earthworkinexcavation in foundationof canalstructuresin alltypesofsoilas per design anddrawingincludingdressing the foundation, shoring etc.removingthesurplus spoil by head lead toasafe distance from the workingplace anddepositingrequiredspoil in uniform layer, dressing, watering, breaking clods to not more than 10mm cube with compaction as directed at site (Including bailing out stagnant water where necessary) A) All types of soil except soil mixed with gravel and boulder (For normal lead of 30 m and lift of 1.50 m) Without de-watering.
57Supplying of R.C.C spun pipes of diameter 0.15 m with collar complete as directed.
58Carriage of spun pipes with collars to the work site from departmental go-down in-cluding loading, unloading etc. complete as directed. Diameter = 0.15 m and distance to be carried= 55 KM
59C.C work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materialsincluding rodding / vibrating,bailing out of water where necessary and curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site. (Machine mixed)i) River shingles without shuttering and without de-watering:-
60C.C work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materialsincluding rodding / vibrating,bailing out of water where necessary and curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site. (Machine mixed) ii) River shingles with shuttering and without de-watering:-
61Laying in position the R.C.C spun pipes with necessary collars including local carriage etc. complete as directed.
6212 mm thick cement plastering including clearing the surface and curing etc. complte as directed. (Prop. 1:3)
63Collection and supply of sand free from dust dirt & other foreign materials from approved quarry including screening,stacking and payment necessary forest royalty including carrying to the work site etc .complete as directed
64Earth work in back filling of structure with earth obtaining from outside borrow pit filling with 15cm layer, ramming, dressing, watering and compaction including paying compensation of land, if any with lead up to 3.00 m and lift 1.50 m.
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