Animal Husbandry And Veterinary Department-AHAVD has published Construction Of Assam Type Farm Construction Of Nucleus Unit, Piggery Incubator, Satelite Unit Piggery, Central Facility Centre Poultry At Horotola, Tamulpur, Baksa, Asaam For The Year 2019-20. Submission Date for this Tender is 03-12-2021. Laboratory Incubating Equipment Tenders in Horotola, Tamulpur Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1.0 NUCLEUS UNIT |
| 2 | i) Construction of Sow unit ( 3 Nos Unit) |
| 3 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 4 | 1.1/ a)Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 5 | 4.1.1/a)Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 6 | 2.1.1/ a)Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 7 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 8 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 9 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 10 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 11 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 12 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 13 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 14 | 4.1.4/b)-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 15 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 16 | 9.1.1-Providing dressedwood work in post, walls,battens, post platebressumersetc. includingsupplying and fixing with spikes, nails,bolt and nuts of 12mm dia(M.S) and required length etc.complete with kiricide oiling two coats to faces in contact with C.C ormasonry(M.Sflats, angle cleats and bolt and nuts required for flats,angle cleatswhereveruse shall bemeasuredand paid separately) (c)With Bonsum/ Sundi timber |
| 17 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 18 | 8.1.33-Providing Pre Painted Galvanized IronSheetRoofing (PPGI) at all levels including fitting and fixing with self drilling, self tapping screws complete. (Roof trusses, purlins etc. to be measured and paid separately.) TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (iv) 0.60 mm thick |
| 19 | 8.1.34-Providing Pre Painted Galvanized Iron Sheet (PPGI) accessories (Ridges / Valley / Gutter /Flashing)at all levels including fitting and fixing self drilling, self tapping screws complete complete. TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (v) 0.80 mm thick |
| 20 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 21 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 22 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 23 | 6.2.2-15 mm thick Cement plaster in single coat on single or half brickwall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 |
| 24 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 25 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 26 | NS-Providing, supplying, fitting & fixing of iron grill (Size-1.20x0.90) as per approved.....direction. |
| 27 | 3.1.1-Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary "R" brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. b) 40 mm dia (Medium) i) Using Tata make |
| 28 | NS-Providing, supplying, fitting & fixing of iron gate (Size-1.50x2.00) as per approved.....direction. |
| 29 | 24.9-Providing, fitting and fixing wire netted wall with 13 mm hexagional mesh made of 20 gauge (0.95mm) over hollock wood dressed frame not more than 600 mm apart including hollock wood beading of 50 mm x 25 mm size sides chamfered , fitted with necessary wood screws spaced not more than 300 mm apart etc. complete as directed (Hollock wood frame to be measured and paid separately). |
| 30 | 2.1.4-Plain cement concrete apron in prop 1:4:8 with 20mm down graded coarse agg. Over soling including neat cement finish using cement slurry 2.75Kg. of cement per sq.m. of floor (soling to be measured separately). (b) 50mm thick |
| 31 | 19.5-Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. |
| 32 | 17.9-Supplying, fitting and fixing goat proof wire fencing 1200mm high with horizontal wire spacing at 100mm, 100mm, 100mm, 100mm, 100mm, 100mm,150mm, 150mm, 150mm and 150mm from bottom onwards and vertical wires at 130mm apart, first 3 horizontal wires from top barbed wire apart, first 3 horizontal wires from top barbed wire 12 S.W G.x 2 plies x 4 points x 100 mm apart bottom wire 10 S.W.G. fitted with angle iron posts specified in item no.17.7 above including supplying, fitting and fixingwithnecessaryhooks, boltsand staples etc. and painting one coat to all iron posts etc. with anti-corrosive blackpaintetc.complete as directed and specified(intermediate and straining post should be placed not more than 4000 mm and not less than 3000 mm apart and all posts embedded in C.C. pillars of size 300mm x 300mm x 600mm in prop 1:3:6). |
| 33 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 34 | Internal Electrification |
| 35 | ii) Construction of Boar unit/Furrowing unit. (2 Nos) |
| 36 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 37 | 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 38 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 39 | 2.1.1-Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 40 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 41 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 42 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 43 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 44 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 45 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 46 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 47 | 4.1.4-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 48 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 49 | 9.1.1-Providing dressedwood work in post, walls,battens, post platebressumersetc. includingsupplying and fixing with spikes, nails,bolt and nuts of 12mm dia(M.S) and required length etc.complete with kiricide oiling two coats to faces in contact with C.C ormasonry(M.Sflats, angle cleats and bolt and nuts required for flats,angle cleatswhereveruse shall bemeasuredand paid separately) (c)With Bonsum/ Sundi timber |
| 50 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 51 | 8.1.33-Providing Pre Painted Galvanized IronSheetRoofing (PPGI) at all levels including fitting and fixing with self drilling, self tapping screws complete. (Roof trusses, purlins etc. to be measured and paid separately.) TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (v) 0.80 mm thick |
| 52 | 8.1.34-Providing Pre Painted Galvanized Iron Sheet (PPGI) accessories (Ridges / Valley / Gutter /Flashing)at all levels including fitting and fixing self drilling, self tapping screws complete complete. TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (v) 0.80 mm thick |
| 53 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 54 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 55 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 56 | 6.2.2-15 mm thick Cement plaster in single coat on single or half brickwall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 |
| 57 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 58 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 59 | NS-Providing, supplying, fitting & fixing of iron grill (Size-1.20x0.90) as per approved.....direction. |
| 60 | 3.1.1-Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary "R" brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. b) 40 mm dia (Medium) i) Using Tata make |
| 61 | NS-Providing, supplying, fitting & fixing of iron gate (Size-1.50x2.00) as per approved.....direction. |
| 62 | 24.9-Providing, fitting and fixing wire netted wall with 13 mm hexagional mesh made of 20 gauge (0.95mm) over hollock wood dressed frame not more than 600 mm apart including hollock wood beading of 50 mm x 25 mm size sides chamfered , fitted with necessary wood screws spaced not more than 300 mm apart etc. complete as directed (Hollock wood frame to be measured and paid separately). |
| 63 | 2.1.4-Plain cement concrete apron in prop 1:4:8 with 20mm down graded coarse agg. Over soling including neat cement finish using cement slurry 2.75Kg. of cement per sq.m. of floor (soling to be measured separately). (b) 50mm thick |
| 64 | 19.5-Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. |
| 65 | 17.9-Supplying, fitting and fixing goat proof wire fencing 1200mm high with horizontal wire spacing at 100mm, 100mm, 100mm, 100mm, 100mm, 100mm,150mm, 150mm, 150mm and 150mm from bottom onwards and vertical wires at 130mm apart, first 3 horizontal wires from top barbed wire apart, first 3 horizontal wires from top barbed wire 12 S.W G.x 2 plies x 4 points x 100 mm apart bottom wire 10 S.W.G. fitted with angle iron posts specified in item no.17.7 above including supplying, fitting and fixingwithnecessaryhooks, boltsand staples etc. and painting one coat to all iron posts etc. with anti-corrosive blackpaintetc.complete as directed and specified(intermediate and straining post should be placed not more than 4000 mm and not less than 3000 mm apart and all posts embedded in C.C. pillars of size 300mm x 300mm x 600mm in prop 1:3:6). |
| 66 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 67 | Internal Electrification |
| 68 | iii) Construction office cum Feed Storage Room. |
| 69 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 70 | 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 71 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 72 | 2.1.1-Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 73 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 74 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 75 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 76 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 77 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 78 | 3.1.1.5-Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. (ii) Using 25mm thick plank |
| 79 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 80 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 81 | iii) Vertical and horizontal fins (thickness not more than 100mm) individually or forming box louvre and projected band. a) M15 grade concrete or Prop. 1:2:4 |
| 82 | 4.1.4-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 83 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 84 | 18.7.2-Providing, fitting and fixing powder coated pressed steel door frame made of 1.25mm/ 1.6mm thick sheet of various sizes with necessary hinge jamb, lock jamb, head and steel base ties at the bottom of the frame. The whole frame shall be welded or rigidly fixed together by mechanical means with base ties of pressed mild steel angle of size 20x20x1.25mm thick. Frame to be filled up with 1:4:8 P.C.C. after fitting the frame with brick/ concrete works etc.complete as directed by the department for all levels. (P.C.C. to be measured and paid for seperately). (iv) Size 125mm x 60mm (Double rebate) |
| 85 | 18.5.3-Providing, fitting and fixing steel windows of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, steel handles, pegs, stays of 300mm long etc. complete including providing 12mmx12mm sq. bars duly welded to steel frame at not more than 12cm c/c applying a priming coat of red-lead paint etc. complete as per drawing. a) Openable |
| 86 | 18.5.4-Providing, fitting and fixing steel ventilators (openable) of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, handles, pegs, stays of 300mm long etc. complete including providing 2nos. of 12mmx12mm sq. bars (horizontal) duly welded to steel frame and applying a priming coat of red oxide paint etc. complete as per drawing. |
| 87 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 88 | 8.1.33-Providing Pre Painted Galvanized IronSheetRoofing (PPGI) at all levels including fitting and fixing with self drilling, self tapping screws complete. (Roof trusses, purlins etc. to be measured and paid separately.) TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (v) 0.80 mm thick |
| 89 | 8.1.34-Providing Pre Painted Galvanized Iron Sheet (PPGI) accessories (Ridges / Valley / Gutter /Flashing)at all levels including fitting and fixing self drilling, self tapping screws complete complete. TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (v) 0.80 mm thick |
| 90 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 91 | 7.10.1-Providing and fixing, in position suspended false ceiling using E-Grid (exposed ceiling suspension 2430 system) of grid size 600mm x 600mm/1200mmx600mm with main runner 38 x 24mm, cross tee 29mm x 24mm & wall angle 24mm x 24mm . Using 4mm/6mm thick High Pressure Steam Cured Non Asbestos Fibre CementBoard as per IS 14862, to be placed in a grid of G.I. system duly suspended with 4mm/6mm dia G.I/M.S bar hanger fixed with steel dash fasteners or iron purlin from the roof with adjustment clip providing positions for light fixtures, air conditioning diffuser and ducts, sprinklers, smoke detectors etc. The main runners to be secured to structural soffit by hanger @ 1220mm maximum c/c. The last hanger at the end of each main runner should not be placed at more than 450mm from the adjacent wall. Flush fitting 1220mm cross tee to be interlocked between main runners @ 610mm c/c, so as to form 600mm x 600mm/1200mmx600mm grid, all complete as per the drawing & directions of engineer-in-charge. (B) Designer Ceilings of Everest make or equivalent as directed by the departement (ii) Using 6 mm thick FC Board |
| 92 | 9.9.2-Providing, fitting and fixing full panelled doors/ windows including oxidised M.S butt hinges (100mm x75 mm x3.55mm) with necessary screws (other fittings to be measuredand paid separately ) B) With 1st class local wood(Gamari/Hollock/Bonsum ) (ii) 35 mm thick. |
| 93 | 18.4.1-Providing and fixing in position collapsible M.S. shutters with vertical channels 20mmx10mmx2mm braced with flat iron diagonals 20mmx5mm size with top and bottom rails of T-iron 40mmx40mmx6mm with 38mm dia steel pulleys complete with bolts and nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint. |
| 94 | 6.2.2-15 mm thick Cement plaster in single coat on single or half brickwall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 |
| 95 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 96 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 97 | 13.6.3-Applying priming coat over newwood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughlycleaningoil, grease, dirt snd other foreign matter , sand papering and knotting. (b). With ready mixed paint , wood primer (white). |
| 98 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 99 | 13.2.2/c)- Applying one coat of distemper primer of approved brand and manufacture on wall surface after throughly brushing the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. |
| 100 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 101 | 5.1.10-Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. (b)20 mm thick |
| 102 | 16.3-Providing and fixing pin-headed glass 3mm thick beded in putty and fixed with/without wooden bidding including necessary cutting and glass to be required sized(payment for wooden bead shall be made separately) (ii). Area of glass panesexceeding 0.15m2 but not exceeding 0.52m2. |
| 103 | 2.1.4-Plain cement concrete apron in prop 1:4:8 with 20mm down graded coarse agg. Over soling including neat cement finish using cement slurry 2.75Kg. of cement per sq.m. of floor (soling to be measured separately). (b) 50mm thick |
| 104 | 19.5-Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. |
| 105 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 106 | NS-External & Internal Electrification. |
| 107 | iv) Land Development |
| 108 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 109 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 110 | 30.2-Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401 of MoRTH specifications (with an initial lead of 5 km) (including cost of testing of materials at site and laboratory as directed by the deptt.) (a)Using Grading I material |
| 111 | v) Construction of Bio-Security Fencing with Gate. |
| 112 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 113 | 1.1/ a)Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 114 | 4.1.1/a)Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 115 | 2.1.1/ a)Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 116 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 117 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 118 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 119 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 120 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 121 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 122 | 17.11-Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are tobe protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessarylocking arrangement on both faces, arrangement for temporary closing the gateand 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). |
| 123 | 17.5-Providing barbed wire on the existing barbed wire fencing with seven strands of barbed wire 12 S.W. G.x 2pliesx 4 points at 75mm apart including supplying, fitting and fixing with galvanised staples 38mm x 38mm x 3mm sizes with existing posts of the fencing, including removing rotten barbed wire as directed, complete with strengthening of post andtightening of the old barbed wire and joinining old serviceablepieceson remaining lines as and where necessary and as directed. |
| 124 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 125 | 2.0 PIGGERY INCUBATOR ( Village Level) |
| 126 | i) Construction of Pig Sty. (3 Nos) |
| 127 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 128 | 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 129 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 130 | 2.1.1-Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 131 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 132 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 133 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 134 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 135 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 136 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 137 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 138 | 4.1.4/b)-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 139 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 140 | 9.1.1-Providing dressedwood work in post, walls,battens, post platebressumersetc. includingsupplying and fixing with spikes, nails,bolt and nuts of 12mm dia(M.S) and required length etc.complete with kiricide oiling two coats to faces in contact with C.C ormasonry(M.Sflats, angle cleats and bolt and nuts required for flats,angle cleatswhereveruse shall bemeasuredand paid separately) (c)With Bonsum/ Sundi timber |
| 141 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 142 | 8.1.33-Providing Pre Painted Galvanized IronSheetRoofing (PPGI) at all levels including fitting and fixing with self drilling, self tapping screws complete. (Roof trusses, purlins etc. to be measured and paid separately.) TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (iv) 0.60 mm thick |
| 143 | 8.1.34-Providing Pre Painted Galvanized Iron Sheet (PPGI) accessories (Ridges / Valley / Gutter /Flashing)at all levels including fitting and fixing self drilling, self tapping screws complete complete. TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (v) 0.80 mm thick |
| 144 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 145 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 146 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 147 | 6.2.2-15 mm thick Cement plaster in single coat on single or half brickwall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 |
| 148 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 149 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 150 | NS-Providing, supplying, fitting & fixing of iron grill (Size-1.20x0.90) as per approved.....direction. |
| 151 | 3.1.1-Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary "R" brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. b) 40 mm dia (Medium) i) Using Tata make |
| 152 | NS-Providing, supplying, fitting & fixing of iron gate (Size-1.50x2.00) as per approved.....direction. |
| 153 | 24.9-Providing, fitting and fixing wire netted wall with 13 mm hexagional mesh made of 20 gauge (0.95mm) over hollock wood dressed frame not more than 600 mm apart including hollock wood beading of 50 mm x 25 mm size sides chamfered , fitted with necessary wood screws spaced not more than 300 mm apart etc. complete as directed (Hollock wood frame to be measured and paid separately). |
| 154 | 2.1.4-Plain cement concrete apron in prop 1:4:8 with 20mm down graded coarse agg. Over soling including neat cement finish using cement slurry 2.75Kg. of cement per sq.m. of floor (soling to be measured separately). (b) 50mm thick |
| 155 | 17.9-Supplying, fitting and fixing goat proof wire fencing 1200mm high with horizontal wire spacing at 100mm, 100mm, 100mm, 100mm, 100mm, 100mm,150mm, 150mm, 150mm and 150mm from bottom onwards and vertical wires at 130mm apart, first 3 horizontal wires from top barbed wire apart, first 3 horizontal wires from top barbed wire 12 S.W G.x 2 plies x 4 points x 100 mm apart bottom wire 10 S.W.G. fitted with angle iron posts specified in item no.17.7 above including supplying, fitting and fixingwithnecessaryhooks, boltsand staples etc. and painting one coat to all iron posts etc. with anti-corrosive blackpaintetc.complete as directed and specified(intermediate and straining post should be placed not more than 4000 mm and not less than 3000 mm apart and all posts embedded in C.C. pillars of size 300mm x 300mm x 600mm in prop 1:3:6). |
| 156 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 157 | Internal Electrification |
| 158 | ii) Construction of Labour Quarter. |
| 159 | 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 160 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 161 | 2.1.1/ a)Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 162 | 18.1.1/a)/i)Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 163 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 164 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 165 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 166 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 167 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 168 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 169 | 4.1.4-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 170 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 171 | 18.7.2-Providing, fitting and fixing powder coated pressed steel door frame made of 1.25mm/ 1.6mm thick sheet of various sizes with necessary hinge jamb, lock jamb, head and steel base ties at the bottom of the frame. The whole frame shall be welded or rigidly fixed together by mechanical means with base ties of pressed mild steel angle of size 20x20x1.25mm thick. Frame to be filled up with 1:4:8 P.C.C. after fitting the frame with brick/ concrete works etc.complete as directed by the department for all levels. (P.C.C. to be measured and paid for seperately). (iv) Size 125mm x 60mm (Double rebate) |
| 172 | 18.5.3-Providing, fitting and fixing steel windows of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, steel handles, pegs, stays of 300mm long etc. complete including providing 12mmx12mm sq. bars duly welded to steel frame at not more than 12cm c/c applying a priming coat of red-lead paint etc. complete as per drawing. a) Openable |
| 173 | 18.5.4-Providing, fitting and fixing steel ventilators (openable) of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, handles, pegs, stays of 300mm long etc. complete including providing 2nos. of 12mmx12mm sq. bars (horizontal) duly welded to steel frame and applying a priming coat of red oxide paint etc. complete as per drawing. |
| 174 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 175 | 9.2.1-Providing undressedwood work in roof truss, rafter, purlin, tie and the like including hoisting and fixing in position with necessary spikes, nails including M.S straps with bolt and nuts etc.complete with kiricide oiling two coats to all timber members and two coats of anticorrosive paint to M.S straps (M.S flats, angle cleats, and bolt and nuts required for flat and angle cleatswhereverused shall bemeasuredand paid separately) (b)With Hollock/ Sundi/ Sam |
| 176 | 8.1.1-Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (b) 0.50 mm thick |
| 177 | 8.1.2-Providing galvd iron ridging of TATA SHAKTEE / SAILincluding supplying and fixing necessary galvd screws/washers etc. complete as directed. (ii) 230 mm lapping |
| 178 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 179 | NS-Provoding fitting & fixing AC board with necessary nail, wood screw including 1st class local wood 50x2 mm(Hk/B/S) beading including painting....etc. Complete. |
| 180 | 9.9.4-Providing fitting and fixing 1st class local wood battened, framed and braced door and window shutters including oxidised iron butt hinges (100mm x58 mm x1.90 mm) 6 nos with necessay screws. (a) Using Bonsum/Holok wood |
| 181 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 182 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 183 | 6.2.2-10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises orrounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 |
| 184 | 16.3-Providing and fixing pin-headed glass 3mm thick beded in putty and fixed with/without wooden bidding including necessary cutting and glass to be required sized(payment for wooden bead shall be made separately) (ii). Area of glass panesexceeding 0.15m2 but not exceeding 0.52m2. |
| 185 | 10.1-Providing, fitting and fixing M.S. round bars with M.S. flat stiffeners at required spacing in wooden frames of windows and clerestory windows |
| 186 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 187 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 188 | NS-Preparation of Site with Approach Road complete. |
| 189 | NS-Construction of 15 users Septic Tank with Soak-pit etc. Complete. |
| 190 | NS-Internal & External Electrification |
| 191 | iii) Water Supply Arrangement |
| 192 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 193 | 5.3.2-Labour for test boring with 40mm (internal) dia G.I. Pipes including keeping surplus of earth and every 2.00m after first 3.00m depth and delivering the same in nearest P.W.D. camp in the small tin container(container, scaffolding, tools etc. will have to be arranged by the contractor at his own cost). |
| 194 | 5.3.5-Supplying, fitting and fixing pipes plain/bevel ended for casing, conforming to relevant IS codes of practice including supplying and fitting of tube well accessories, lowering of assembly pipes concentrically in the borehole followed by supplying and packing of pea gravel free from dirt, dust and other foreign materials in the annular space between the borehole and assembly pipes complete as directed by the Department. II) PVC PIPE v) 110mm diameter |
| 195 | 5.3.9-Supplyingfitting and fixing ISI approved PVC filter 3.00 metre long. |
| 196 | NS-Providing fitting, supplying & fiting of 1.5 HP motor of IS Brand (USHA/CROMPTON) with necessary fittings & fixing......complete as directed. |
| 197 | M.S. Staging:- 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 198 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 199 | 2.1.1-Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 200 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 201 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 202 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 203 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 204 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 205 | 18.2.1-Structural steel work in sigle sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed. c) In M.S. angles, channels, Tees etc. |
| 206 | NS-Providing Carriage Charge of the staging from the market to the site. |
| 207 | 13.7.2-Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper. a). With ready mixed "red-lead/ red oxide" primer. |
| 208 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 209 | Distribution/Supply Line :- 39.6 :- Supplying including installation, connection as approved by the Deptt., testing and commissioning of SUBMERSIBLE PUMP SET, Single Phase with steel cable rope and submersible cable complete as directed and specified by the deptt. 39.6.2 :- Single phase Submersible motor pump set(Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guarsuitable for 76 mm bore well. 1 HP STAGE 10 to 32with control panel. |
| 210 | 5.3.11:- Supplyingfitting and fixing check valve (non return valve) including thread to pipes. |
| 211 | 5.3.12 -Development of the tube well with compressor or by over pumping unit for 48 hours till sand free discharge is obtained |
| 212 | 5.3.13:- Labour for erectingand placing PCVC Tank over the stagging up to a height of 5.00m complete as directed. |
| 213 | 5.4.2 Supplying and placing plastic cylindrical vertical claused top (PCVC) tank of Sintex / Polycon / Patton make over the stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet and outlet pipes |
| 214 | 3.1.2 Supplying fitting and fixing approved uPVC Pipes of different sizes, with all necessary "R" brand or similar approved P.V.C. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, clamps etc. complete at all levels including below G.L. as directed and specified. |
| 215 | a) 40mm |
| 216 | d) 25mm dia |
| 217 | e) 20mm dia |
| 218 | 3.1.2 Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand directed |
| 219 | 3.1.2 (I) iii) Supplying fitting and fixing stop-cock of approved brand of size as mentioned below and directed and specified (G.I. & C.P. pipes will be measured and paid separately) |
| 220 | 4.4.1 (f) Supplying fitting and fixing stop-cock of approved brand of size as mentioned below and directed and specified (G.I. & C.P. pipes will be measured and paid separately) |
| 221 | 32.1.2.1 :- 4.00 Sq.mm 3 Core armoured U.G. cable |
| 222 | 17.1 Supplying including installation, commissioning of vermin and dust proof totally enclosed cubical indoor type floor/wall mounting compartmentalize panel board of size 1.25M X0.6MX 0.40M made of 16 SWG1.66 m thick C.R. sheet and 35mm X 35mm X 5m………… |
| 223 | 39.8.1 D.O.L Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemensmake)0.5 TO 10 HP, 0.72 TO 20 A... |
| 224 | 3.0 SATELLITE UNIT |
| 225 | i) Construction of Pig Sty. |
| 226 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 227 | 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 228 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 229 | 2.1.1-Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 230 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 231 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 232 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 233 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 234 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 235 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 236 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 237 | 4.1.4-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 238 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 239 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 240 | 8.1.1-Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (b) 0.50 mm thick |
| 241 | 8.1.2-Providing galvd iron ridging of TATA SHAKTEE / SAILincluding supplying and fixing necessary galvd screws/washers etc. complete as directed. (ii) 230 mm lapping |
| 242 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 243 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 244 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 245 | 6.2.2-15 mm thick Cement plaster in single coat on single or half brickwall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 |
| 246 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 247 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 248 | NS-Providing, supplying, fitting & fixing of iron grill (Size-1.20x0.90) as per approved.....direction. |
| 249 | 3.1.1-Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary "R" brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. b) 40 mm dia (Medium) i) Using Tata make |
| 250 | NS-Providing, supplying, fitting & fixing of iron gate (Size-1.50x2.00) as per approved.....direction. |
| 251 | 2.1.4-Plain cement concrete apron in prop 1:4:8 with 20mm down graded coarse agg. Over soling including neat cement finish using cement slurry 2.75Kg. of cement per sq.m. of floor (soling to be measured separately). (b) 50mm thick |
| 252 | 19.5-Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. |
| 253 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 254 | Internal Electrification |
| 255 | 4.0 LAYER FARM |
| 256 | i) Construction of chicken Grower House with Store room. |
| 257 | 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 258 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 259 | 2.1.1-Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 260 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 261 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 262 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 263 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 264 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 265 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 266 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 267 | 4.1.4-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 268 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 269 | 9.1.2-Providing wood work in frame (chowkaths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified. (b)With 1st class timber (Bonsum/ Sundi) |
| 270 | 9.1.1-Providing dressedwood work in post, walls,battens, post platebressumersetc. includingsupplying and fixing with spikes, nails,bolt and nuts of 12mm dia(M.S) and required length etc.complete with kiricide oiling two coats to faces in contact with C.C ormasonry(M.Sflats, angle cleats and bolt and nuts required for flats,angle cleatswhereveruse shall bemeasuredand paid separately) (c)With Bonsum/ Sundi timber |
| 271 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 272 | 8.1.1-Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (b) 0.50 mm thick |
| 273 | 8.1.2-Providing galvd iron ridging of TATA SHAKTEE / SAILincluding supplying and fixing necessary galvd screws/washers etc. complete as directed. (ii) 230 mm lapping |
| 274 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 275 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 276 | 6.2.1-10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises orrounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. |
| 277 | 9.13.1-Providing, fitting and fixing Wire gauge shutters using galvd. M.S. wire of I.S designation 85G with wire of dia 0.56mm for doors, windows and clerestory windows including oxidised M.S butt hinges (100mm x 58mm x1.90mm) |
| 278 | 24.9-Providing, fitting and fixing wire netted wall with 13 mm hexagional mesh made of 20 gauge (0.95mm) over hollock wood dressed frame not more than 600 mm apart including hollock wood beading of 50 mm x 25 mm size sides chamfered , fitted with necessary wood screws spaced not more than 300 mm apart etc. complete as directed (Hollock wood frame to be measured and paid separately). |
| 279 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 280 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 281 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 282 | NS-Providing, supplying, fitting & fixing of cloths to the ceiling frame including supplying necessary tack and tapes and 1st class local wood bead of size 38mmx12mm and chalk washing two coats to the timber beading complete. |
| 283 | 2.1.3-Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed. |
| 284 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 285 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 286 | Internal Electrification |
| 287 | ii) Construction of Labour Quarter. |
| 288 | 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 289 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 290 | 2.1.1/ a)Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 291 | 18.1.1/a)/i)Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 292 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 293 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 294 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 295 | 3.1.1.2-Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (ii) Using 25mm thick plank |
| 296 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 297 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 298 | 4.1.4-Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. |
| 299 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 300 | 18.7.2-Providing, fitting and fixing powder coated pressed steel door frame made of 1.25mm/ 1.6mm thick sheet of various sizes with necessary hinge jamb, lock jamb, head and steel base ties at the bottom of the frame. The whole frame shall be welded or rigidly fixed together by mechanical means with base ties of pressed mild steel angle of size 20x20x1.25mm thick. Frame to be filled up with 1:4:8 P.C.C. after fitting the frame with brick/ concrete works etc.complete as directed by the department for all levels. (P.C.C. to be measured and paid for seperately). (iv) Size 125mm x 60mm (Double rebate) |
| 301 | 18.5.3-Providing, fitting and fixing steel windows of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, steel handles, pegs, stays of 300mm long etc. complete including providing 12mmx12mm sq. bars duly welded to steel frame at not more than 12cm c/c applying a priming coat of red-lead paint etc. complete as per drawing. a) Openable |
| 302 | 18.5.4-Providing, fitting and fixing steel ventilators (openable) of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, handles, pegs, stays of 300mm long etc. complete including providing 2nos. of 12mmx12mm sq. bars (horizontal) duly welded to steel frame and applying a priming coat of red oxide paint etc. complete as per drawing. |
| 303 | 18.3.1-Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 |
| 304 | 9.2.1-Providing undressedwood work in roof truss, rafter, purlin, tie and the like including hoisting and fixing in position with necessary spikes, nails including M.S straps with bolt and nuts etc.complete with kiricide oiling two coats to all timber members and two coats of anticorrosive paint to M.S straps (M.S flats, angle cleats, and bolt and nuts required for flat and angle cleatswhereverused shall bemeasuredand paid separately) (b)With Hollock/ Sundi/ Sam |
| 305 | 8.1.1-Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (b) 0.50 mm thick |
| 306 | 8.1.2-Providing galvd iron ridging of TATA SHAKTEE / SAILincluding supplying and fixing necessary galvd screws/washers etc. complete as directed. (ii) 230 mm lapping |
| 307 | 4.1.8-1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 308 | NS-Provoding fitting & fixing AC board with necessary nail, wood screw including 1st class local wood 50x2 mm(Hk/B/S) beading including painting....etc. Complete. |
| 309 | 9.9.4-Providing fitting and fixing 1st class local wood battened, framed and braced door and window shutters including oxidised iron butt hinges (100mm x58 mm x1.90 mm) 6 nos with necessay screws. (a) Using Bonsum/Holok wood |
| 310 | 5.1.4-65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. |
| 311 | 9.4.1-Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete. |
| 312 | 6.2.2-10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises orrounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 |
| 313 | 16.3-Providing and fixing pin-headed glass 3mm thick beded in putty and fixed with/without wooden bidding including necessary cutting and glass to be required sized(payment for wooden bead shall be made separately) (ii). Area of glass panesexceeding 0.15m2 but not exceeding 0.52m2. |
| 314 | 10.1-Providing, fitting and fixing M.S. round bars with M.S. flat stiffeners at required spacing in wooden frames of windows and clerestory windows |
| 315 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
| 316 | 13.2.2/f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 317 | NS-Preparation of Site with Approach Road complete. |
| 318 | NS-Construction of 15 users Septic Tank with Soak-pit etc. Complete. |
| 319 | NS-Internal & External Electrification |
| 320 | iii) Construction of Bio-Security Fencing with Gate. |
| 321 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 322 | 1.1/ a)Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 323 | 4.1.1/a)Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 324 | 2.1.1/ a)Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 325 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 326 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 327 | 3.1.1.1-Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 328 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 329 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 330 | (B)In super structure from plinth level up to 1st floor level. a) M15 grade concrete or Prop. 1:2:4 |
| 331 | 17.11-Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are tobe protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessarylocking arrangement on both faces, arrangement for temporary closing the gateand 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). |
| 332 | 17.5-Providing barbed wire on the existing barbed wire fencing with seven strands of barbed wire 12 S.W. G.x 2pliesx 4 points at 75mm apart including supplying, fitting and fixing with galvanised staples 38mm x 38mm x 3mm sizes with existing posts of the fencing, including removing rotten barbed wire as directed, complete with strengthening of post andtightening of the old barbed wire and joinining old serviceablepieceson remaining lines as and where necessary and as directed. |
| 333 | 1.4-Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city |
| 334 | iv) Water Supply Arrangement |
| 335 | 25.4/ f).Cutting and clearing bushes consisting of plants and all sorts of bambooes including uprooting and removing as necessary and filling up the holes with earth,dressing,ramming etc. complete. |
| 336 | 5.3.2-Labour for test boring with 40mm (internal) dia G.I. Pipes including keeping surplus of earth and every 2.00m after first 3.00m depth and delivering the same in nearest P.W.D. camp in the small tin container(container, scaffolding, tools etc. will have to be arranged by the contractor at his own cost). |
| 337 | 5.3.5-Supplying, fitting and fixing pipes plain/bevel ended for casing, conforming to relevant IS codes of practice including supplying and fitting of tube well accessories, lowering of assembly pipes concentrically in the borehole followed by supplying and packing of pea gravel free from dirt, dust and other foreign materials in the annular space between the borehole and assembly pipes complete as directed by the Department. II) PVC PIPE v) 110mm diameter |
| 338 | 5.3.9-Supplyingfitting and fixing ISI approved PVC filter 3.00 metre long. |
| 339 | NS-Providing fitting, supplying & fiting of 1.5 HP motor of IS Brand (USHA/CROMPTON) with necessary fittings & fixing......complete as directed. |
| 340 | M.S. Staging:- 1.1-Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil |
| 341 | 4.1.1-Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 342 | 2.1.1-Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume |
| 343 | 2.2.1-Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level a) M15 grade concrete or Prop. 1:2:4 |
| 344 | 3.1.1-Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: |
| 345 | 3.1.1.3-Columns, Pillars, Posts & Strut (a) Using 38mm thick plank |
| 346 | 18.1.1-Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (i) TMT Corrosion resistant steel (CRS) reiforcement bar |
| 347 | 1.3-Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. |
| 348 | 18.2.1-Structural steel work in sigle sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed. c) In M.S. angles, channels, Tees etc. |
| 349 | NS-Providing Carriage Charge of the staging from the market to the site. |
| 350 | 13.7.2-Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper. a). With ready mixed "red-lead/ red oxide" primer. |
| 351 | 13.6.5-Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). |
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