Public Works Department-PWD has published Development Of Gandhi Maidan At Kachari Road Goalpara Including Construction Of Statue Of Mahatma Gandhi Full And Statue Of Nidhanu Rajbongshi Half Path Way Benches Toilet Boundary Wall Renovation At Goalpara Under Cidf. Submission Date for this Tender is 13-01-2020. Civil Work Tenders in Goalpara District Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Jan-2020 | ExtensionNotice | Date | 13-01-2020 |
| Name of Work: Development of Gandhi Maidan at Kachari Road, Goalpara including construction of Statue of Mahatma Gandhi (Full) and Statue of Nidhanu Rajbongshi (Half), Path Way, Benches, Toilet, Boundary Wall renovation at Goalpara under CIDF. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Renovation and Construction of Boundary wall:\nDemolishing brickwork including stacking of serviceable materials and disposal of unserviceable materials as directed for all levels. | item1 | 20.97 | Cu.M. |
| 2 | 2 | Demolishing stone rubble masonry including stacking of serviceable materials and disposal of unserviceable materials as directed for all levels. | item2 | 20.52 | Cu.M. |
| 3 | 3 | 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(b) In hard/ dense soil | item3 | 13.5 | Cu.M. |
| 4 | 4 | Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage.\n(a) Random Rubble Masonry | item4 | 34.22 | Cu.M. |
| 5 | 5 | 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 (upto 1st floor level). \na) From Primary Producer: TATA/SAIL/ Esser Steel/ Jindal steel/Shyam steel/RINL\n(ii)Super Ductile (SD) TMT reinforcement bars | item5 | 36.175 | Qtl. |
| 6 | 6 | Providing and laying plain/reinforced cement croncrete works cement with 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) \n(I) Using mixture machine\n(A) In sub - structure up to plinth level\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item6 | 20.025 | Cu.M. |
| 7 | 7 | (B) Super-structure from plinth level upto 1st floor level.\n(ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item7 | 10.754 | Cu.M. |
| 8 | 8 | 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:\nSides of tie beams, grade beams etc. at or below ground level.\n(b) Using 25mm thick plank. | item8 | 180.9 | Sq.M. |
| 9 | 9 | Columns, Pillars, Posts & Strut\n(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face\n(ii) Using 25mm thick plank | item9 | 182.73 | Sq.M. |
| 10 | 10 | Providing, fitting and fixing M.S. grill of required pattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws.\nII) Ornamental grill\n(c) Fixed to Brickwork/P.C.C/R.C.C. | item10 | 3026.55 | Kg. |
| 11 | 11 | 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 paid separately) \nA)112 mm thick wall\n(a) In cement mortar in proportion 1:4. \n(1 cement:4 sand) | item11 | 159.46 | Sq.M. |
| 12 | 12 | 15 mm thick Cement plaster in single coat on single or half brick wall 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. \nA) On rough side \nb) In cement mortar 1:4 | item12 | 570.87 | Sq.M. |
| 13 | 13 | 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.\na). With ready mixed "red-lead/ red oxide" primer. | item13 | 181.59 | Sq.M. |
| 14 | 14 | Painting two coats (excluding priming coat) on new steel and other metal 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 surface of all dirt, dust and other foreign matter.\n(i).Surfaces over 100mm in width or girth.\na). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). | item14 | 181.59 | Sq.M. |
| 15 | 15 | Applying one self-priming coat of acrylic emulsion paint of approved brand, thinning by adding water per the specification of manufacturer over freshly plastered wall surface after throughly brooming the surfaces free morter droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department. \nb) Unicem Raksak | item15 | 570.87 | Sq.M. |
| 16 | 16 | Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) | item16 | 570.87 | Sq.M. |
| 17 | 17 | 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.\n(b) Other than Guwahati city | item17 | 957.085 | Cu.M. |
| 18 | 18 | Construction Path Way:-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(a) In ordinary soil | item18 | 37.54 | Cu.M. |
| 19 | 19 | Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level.\n(d) In proportion 1:6. | item19 | 58.6 | Cu.M. |
| 20 | 20 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item20 | 200.2 | Sq.M. |
| 21 | 21 | 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).\n(a) In prop 1cement: 3 sand :6 coarse aggregate by volume. | item21 | 14.625 | Cu.M. |
| 22 | 22 | Chequered Terrazo tiles of 22 mm thickness with marble chips of sizes up to 6 mm fixed on wall with 10 mm thick bed of cement plaster in proportion 1:3 (1 cement : 3 coarse sand) jointed with neat white cement slurry mixed with pigment to match the shades of tiles including rubbing and polishing complete with tiles of any approved shade/shades. \n(a) Using white cement | item22 | 195 | Cu.M. |
| 23 | 23 | 7 (seven) Nos. sitting Benches covered with Dyna Roof :-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(a) In ordinary soil | item23 | 45.493 | Cu.M. |
| 24 | 24 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item24 | 72.058 | Sq.M. |
| 25 | 25 | 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).\n(a) In prop 1cement: 3 sand :6 coarse aggregate by volume. | item25 | 5.53 | Cu.M. |
| 26 | 26 | Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level.\n(d) In proportion 1:6. | item26 | 5.95 | Cu.M. |
| 27 | 27 | 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:\nFoundation, footings, bases of columns, pile cap, raft and mass concrete works etc.\n(ii) Using 25mm thick plank | item27 | 42.224 | Sq.M. |
| 28 | 28 | Sides of tie beams, grade beams etc. at or below ground level.\n(b) Using 25mm thick plank. | item28 | 13.58 | Sq.M. |
| 29 | 29 | Columns, Pillars, Posts & Strut\n(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face\n(ii) Using 25mm thick plank | item29 | 51.52 | Sq.M. |
| 30 | 30 | Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.\n(a) For depth not exceeding 1.0M.\n(ii) Using 25mm thick plank | item30 | 16.296 | Sq.M. |
| 31 | 31 | Providing and laying plain/reinforced cement croncrete works cement with 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) \n(I) Using mixture machine\n(A) In sub - structure up to plinth level\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item31 | 8.904 | Cu.M. |
| 32 | 32 | (B) Super-structure from plinth level upto 1st floor level.\n(ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item32 | 4.207 | Cu.M. |
| 33 | 33 | 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 (upto 1st floor level). \nb) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX)\n (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc. | item33 | 16.716 | Qtl. |
| 34 | 34 | 15 mm thick Cement plaster in single coat on single or half brick wall 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. \nA) On rough side b) In cement mortar 1:4 | item34 | 89.74 | Sq.M. |
| 35 | 35 | 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.\n(a) 15 mm thick | item35 | 67.914 | Sq.M. |
| 36 | 36 | Providing polished granite slab of approved quality, size, shape and thickness not less than 18 mm on floors, skirtings, treads and risers of steps over cement mortar bed 15 mm thick in prop. 1:3 (1 cement : 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-A-Tile Choksey/Sika/Pedelite/Rouf) /white cement slurry mixed with approved pigment to match the shade of granite slab, complete at all levels as specified and directed. (Cement plastering to be measured and paid separately). (Coloured pigment should be in conformity with colour of slab and as approved and directed by the Department). \n(i) Normal Quality\n(i) With Fix-A-Tile (Choksey/Sika /Pedelite/Rouf) | item36 | 48.23 | Sq.M. |
| 37 | 37 | 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. \na) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998 | item37 | 11.991 | Qtl. |
| 38 | 38 | 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.\n(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. | item38 | 23.8 | Cu.M. |
| 39 | 39 | Providing Pre Painted Galvanized Iron Sheet Roofing (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.) \nDyna roof / Durakolor / Wonder Roof / JSW Steel / Spectrum or equivalent as directed by the Departement.\n(iii) 0.50 mm thick. | item39 | 81.27 | Sq.M. |
| 40 | 40 | Applying one self-priming coat of acrylic emulsion paint of approved brand, thinning by adding water per the specification of manufacturer over freshly plastered wall surface after throughly brooming the surfaces free morter droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department. \nb) Unicem Raksak | item40 | 89.74 | Sq.M. |
| 41 | 41 | Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) | item41 | 89.74 | Sq.M. |
| 42 | 42 | Sitting Bench 1.80 m including fitting in floor with all accessories etc. complete as directed by the department complete. | item42 | 7 | Each |
| 43 | 43 | Construction of RCC Stagging:-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(a) In ordinary soil | item43 | 7.672 | Cu.M. |
| 44 | 44 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item44 | 7.01 | Sq.M. |
| 45 | 45 | 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).\n(a) In prop 1cement: 3 sand :6 coarse aggregate by volume. | item45 | 0.432 | Cu.M. |
| 46 | 46 | Providing and laying plain/reinforced cement croncrete works cement with 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) \n(I) Using mixture machine\n(A) In sub - structure up to plinth level\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item46 | 1.432 | Cu.M. |
| 47 | 47 | (B) Super-structure from plinth level upto 1st floor level.\n(ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item47 | 2.079 | Cu.M. |
| 48 | 48 | 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:\nFoundation, footings, bases of columns, pile cap, raft and mass concrete works etc.\n(ii) Using 25mm thick plank | item48 | 7.94 | Sq.M. |
| 49 | 49 | Sides of tie beams, grade beams etc. at or below ground level.\n(b) Using 25mm thick plank. | item49 | 2.5 | Sq.M. |
| 50 | 50 | Columns, Pillars, Posts & Strut\n(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face\n(ii) Using 25mm thick plank | item50 | 20.04 | Sq.M. |
| 51 | 51 | Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.\n(a) Floors etc. upto 200mm in thickness.\n(ii) Using 25mm thick plank | item51 | 5.25 | Sq.M. |
| 52 | 52 | Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.\n(a) For depth not exceeding 1.0M.\n(ii) Using 25mm thick plank | item52 | 7.3 | Sq.M. |
| 53 | 53 | 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 paid separately) \nA)112 mm thick wall\n(a) In cement mortar in proportion 1:4. \n(1 cement:4 sand) | item53 | 5.46 | Sq.M. |
| 54 | 54 | 15 mm thick Cement plaster in single coat on single or half brick wall 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. \nA) On rough side\nb) In cement mortar 1:4 | item54 | 56.474 | Sq.M. |
| 55 | 55 | Applying one self-priming coat of acrylic emulsion paint of approved brand, thinning by adding water per the specification of manufacturer over freshly plastered wall surface after throughly brooming the surfaces free morter droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department. \nb) Unicem Raksak | item55 | 56.474 | Sq.M. |
| 56 | 56 | Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) | item56 | 56.474 | Sq.M. |
| 57 | 57 | 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 (upto 1st floor level). \nb) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX)\n (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc. | item57 | 5.573 | Qtl. |
| 58 | 58 | Supplying fitting and fixing Ajoy Flowguard CPVC (Chlorinated Polyvinyl Chloride) pipes having thermal stability for hot and cold water supply including all CPVC plain and bruss threaded fitting including clamps at 1.00 m spacing including joining of pipes and fitting with one step CPVC solvent cement and testing of joints complete at all levels as directed and specified.\n(Note: Ball valve and union will be charged extra and does not comes under Accessories)\n(i) In internal wall - exposed on wall\n(d) 32 mm OD | item58 | 50 | R.M. |
| 59 | 59 | 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.\n(ii) 1500 litre capacity \n(a) Sintex make. | item59 | 1 | Each |
| 60 | 60 | 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). | item60 | 45 | R.M. |
| 61 | 61 | Labour for boring hole for inserting tube well pipes through different soil/ rock media including hire charges of drill pipes, scaffolding, tools and plants as necessary and taking out the same and lowering pipes, fittings complete as directed by the Department.\niv) Bore hole of 150mm diameter | item61 | 45 | R.M. |
| 62 | 62 | 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.\n(II) PVC PIPE\n SUPREME /PRINCE / FUSION /SFMC Brand\nv) 110mm diameter | item62 | 45 | R.M. |
| 63 | 63 | Supplying, fitting and fixing suction pipes plain/bevel ended, conforming to relevant IS codes of practice including supplying and fitting of accessories, lowering of assembly pipes concentrically in the casing pipes complete as directed.\nB) PVC PIPE\nSUPREME / PRINCE / FUSION /SFMC Brand\niii) 40mm diameter. | item63 | 35 | R.M. |
| 64 | 64 | Supplying fitting and fixing ISI approved PVC filter 3.00 metre long.\nv) 150mm diameter. | item64 | 3 | Each |
| 65 | 65 | Supplying fitting and fixing check valve (non return valve) including thread to pipes.\niii) 40mm diameter | item65 | 1 | Each |
| 66 | 66 | Development of the tube well with compressor or by over pumping unit for 48 hours till sand free discharge is obtained | item66 | 1 | Job |
| 67 | 67 | Construction of Toilet Block:-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(a) In ordinary soil | item67 | 18.9 | Cu.M. |
| 68 | 68 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item68 | 33.585 | Sq.M. |
| 69 | 69 | 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).\n(a) In prop 1cement: 3 sand :6 coarse aggregate by volume. | item69 | 1.773 | Cu.M. |
| 70 | 70 | Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level.\n(b) In proportion 1:4. | item70 | 12.509 | Cu.M. |
| 71 | 71 | 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. | item71 | 2.153 | Sq.M. |
| 72 | 72 | 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. \n(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. | item72 | 4.678 | Cu.M. |
| 73 | 73 | Providing and laying plain/reinforced cement croncrete works cement with 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) \n(I) Using mixture machine\n(A) In sub - structure up to plinth level\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item73 | 3.302 | Cu.M. |
| 74 | 74 | (B) Super-structure from plinth level upto 1st floor level.\n(ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item74 | 4.06 | Cu.M. |
| 75 | 75 | 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:\nFoundation, footings, bases of columns, pile cap, raft and mass concrete works etc.\n(ii) Using 25mm thick plank | item75 | 13.172 | Sq.M. |
| 76 | 76 | Sides of tie beams, grade beams etc. at or below ground level.\n(b) Using 25mm thick plank. | item76 | 10.98 | Sq.M. |
| 77 | 77 | Columns, Pillars, Posts & Strut\n(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face\n(ii) Using 25mm thick plank | item77 | 17.63 | Sq.M. |
| 78 | 78 | Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.\n(a) For depth not exceeding 1.0M.\n(ii) Using 25mm thick plank | item78 | 9.96 | Sq.M. |
| 79 | 79 | Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.\n(a) Floors etc. upto 200mm in thickness.\n(ii) Using 25mm thick plank | item79 | 20.16 | Sq.M. |
| 80 | 80 | 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. \n(a) With sal wood | item80 | 0.15 | Cu.M. |
| 81 | 81 | Providing, fitting and fixing factory made wooden panelled doors with panel inserts of 75mm to 50mm width and 12mm to 20mm thickness,joined together with continous tongue and groove joints glued together with Movicol or other approved adhesive leaving a vertical groove of 7.5mm to 15mm between the inserts,the edges of panel inserts being feather tongue into styles and rails including providing three pairs of oxidised M.S butt hinges (100mm x75 mm x3.55mm) and furnishing with moulded timber beading of size 25mmx15mm around the panels complete as per drawing (moulded timber bead and all fittings except hinges to be paid separately) \nc) With 1st class local wood (Bola/Sundi)\n(ii) 30 mm thick with panel inserts of 20mm thickness. | item81 | 2.67 | Sq.M. |
| 82 | 82 | Providing, fitting and fixing fully glazed window with sash bars including oxidised M.S butt hinges (75mmx 60mmx3.15mm) 2nos.on each leaf and 3 nos. on single leaf (glass panes to be measured and paid separately)\nB) With Holock/Gamari/Bonsum wood.\n(ii) 35mm thick | item82 | 0.75 | Sq.M. |
| 83 | 83 | Providing and fixing clear sheet glass 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)\n(2). Area of glass panes exceeding 0.15m2 but not exceeding 0.52m2.\n(a). 3.00mm thick. | item83 | 0.78 | Sq.M. |
| 84 | 84 | 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 paid separately) \nA)112 mm thick wall\n(a) In cement mortar in proportion 1:4. \n(1 cement:4 sand) | item84 | 36.045 | Sq.M. |
| 85 | 85 | 15 mm thick Cement plaster in single coat on single or half brick wall 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. \nA) On rough side\nc) In cement mortar 1:5 | item85 | 125.14 | Sq.M. |
| 86 | 86 | Applying one self-priming coat of acrylic emulsion paint of approved brand, thinning by adding water per the specification of manufacturer over freshly plastered wall surface after throughly brooming the surfaces free morter droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department. \nb) Unicem Raksak | item86 | 117.34 | Sq.M. |
| 87 | 87 | Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) | item87 | 117.34 | Sq.M. |
| 88 | 88 | 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 (upto 1st floor level). \nb) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX)\n (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc. | item88 | 13.177 | Qtl. |
| 89 | 89 | Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete.( anodised to bright natural matt & satin finished)\na) Sliding door bolts\ni) 300mm x 16mm | item89 | 2 | Each |
| 90 | 90 | b) Tower bolts\nii) 250mm x 12mm | item90 | 4 | Each |
| 91 | 91 | c) Door handles\niii) 150mm | item91 | 4 | Each |
| 92 | 92 | 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.\n(a) 15 mm thick | item92 | 42.72 | Sq.M. |
| 93 | 93 | Providing, fitting and fixing M.S. grill of required pattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws.\nI . Plain grill\n(c) Fixed to Brickwork/P.C.C/R.C.C. | item93 | 16.2 | Kg. |
| 94 | 94 | Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign matter , sand papering and knotting. \n(b). With ready mixed paint , wood primer (white). | item94 | 10.79 | Sq.M. |
| 95 | 95 | 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. \n(i).Surfaces over 100mm in width or girth. b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). | item95 | 10.79 | Sq.M. |
| 96 | 96 | Providing Antiskid Tiles of approved quality size, shape not less than 8mm on floor, skirting over a cement mortar bed 15mm thick of 1:3 (1 cement: 3 coarse sand) approved make fix with Fix-A-Tile (Choksey/Sika/Pedelite/Rouf)/ white cement complete at all level as specified and directed.\nVITRIFIED\niii)Executive range-2 (Sizes 600 mm x600mm and above)\ni) Nitco made\nc). Tuscan Series- Gres Lepato | item96 | 9.405 | Sq.M. |
| 97 | 97 | Providing polished ceramic wall tiles of approved quality, size, shape and thickness not less than 8mm on walls and skirtings over cement mortar bed 10 mm thick in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey / Sika / Pedelite / Rouf) /white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. (Cement plastering to be measured and paid separately). (Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department). (Walls means both interior and exterior walls).\na) Normal range \nSomany/ Orient/Nitco/Asian Make\nii) Of size 200mmx300mm and above | item97 | 24.57 | Sq.M. |
| 98 | 98 | Providing two coats of Birla White Wall Care Putty (Water Resistant White Cement based putty for concrete/ mortar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the department. (Total thickness of two coats is maximum 1.5mm)\n(i) Thickness = 1.5 mm thick | item98 | 117.34 | Sq.M. |
| 99 | 99 | Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.\na) 100mm thick slab | item99 | 7.41 | Sq.M. |
| 100 | 100 | Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified. \na) In exposed surfaces or in trenches. \n(ii) 110mm dia. | item100 | 2 | R.M. |
| 101 | 101 | (iv) 75mm dia. | item101 | 1 | R.M. |
| 102 | 102 | Supplying, fitting and fixing 87.5 degree PVC bend of (Supreme/Prince) or other ISI approved including joining ,fitting and fixing etc.as necessary complete at all levels including below G.L as directed and specified. \na) In exposed surfaces or in trenches. \n(ii) 110mm dia. | item102 | 2 | Each |
| 103 | 103 | (iv) 75 mm dia. | item103 | 2 | Each |
| 104 | 104 | 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.\n(A) Exposed on walls\nd) 25 mm dia (Medium)\nii) Using other ISI marked approved brand | item104 | 10 | R.M. |
| 105 | 105 | f) 15 mm dia (Medium)\nii) Using other ISI marked approved brand | item105 | 10 | R.M. |
| 106 | 106 | Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand as directed and specified. (G.I. & C.P pipes will be measured separately) \n(iv) Agmeco brand\n(i) Bib Cock without Flange CAT No.CC 00204/CAT No.CN 00204 | item106 | 4 | Each |
| 107 | 107 | Supplying fitting and fixing chrome plated (C.P.) stop-cock of approved brand and size as mentioned below as directed and specified.(G.I. & C.P pipes will be measured and paid separately) \n(ii) Agmeco Brand\n(a) 15mm dia(Male/ Female ) | item107 | 4 | Each |
| 108 | 108 | Supplying and fitting fixing C.P. pillar cock of 15mm dia of approved brand as specified and directed. \n(i) SONA make\n(a) Light type | item108 | 1 | Each |
| 109 | 109 | Providing vitreous China wash basin with CI/MS brackets, C.P brass chain with plug,PVC waste pipe including painting of fittings and brackets, cutting and making good the walls wherever required. (Pillar cock, stop cocks, waste coupling are to be paid separately)\nBasin (without pedestal)\n(B) Hindware Make\n(a) White\n(ii) Standard 630 x 450 (Cat. No.10001) | item109 | 1 | Each |
| 110 | 110 | Providing, fitting and fixing Chrome Plated waste coupling complete as directed and specified.\n(c) Cera make \n(i) Waste coupling (full thread) 40 mm (cat.No.CA 103) | item110 | 1 | Each |
| 111 | 111 | Providing fitting and fixing vitreous china pedestal type water closet (European type W.C pan 400mm high ) with seat and lead ,CP brass hinges and rubber buffers , CI/MS brackets , 40 mm dia flush band with fittings including painting of fittings and brackets, required. (Flushing Cistern to be paid separately)\nB) Hindware make\na) White\n(v) Water closet SLICK "P(Cat.No.20011) (inclusive of seat cover) | item111 | 2 | Each |
| 112 | 112 | Supplying, fiting and fixing PVC flushing cistern with all internal fittings with CI brackets including fitting and fixing standard size CP flush pipe, union clamps etc. compete as directed and specified (pipes will be measured separately)\nii) Hindware make\na) White\n(i) Sleek+ PVC cistern | item112 | 1 | Each |
| 113 | 113 | Supplying carrying fixing at site including aall fitting accessories complete as directed by the department for 1 No. Fibre Statue of Maahatma Gandhi (full) | item113 | 1 | Job |
| 114 | 114 | Supplying carrying fixing at site including aall fitting accessories complete as directed by the department for 1 No. Fibre Statue of Nidhanu Rajbongshi (half) | item114 | 1 | Job |
| 115 | 115 | Construction of Decortive Gate:-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(b) In hard/ dense soil | item115 | 9.866 | Cu.M. |
| 116 | 116 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item116 | 6.838 | Sq.M. |
| 117 | 117 | 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).\n(a) In prop 1cement: 3 sand :6 coarse aggregate by volume. | item117 | 1.376 | Cu.M. |
| 118 | 118 | 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:\nFoundation, footings, bases of columns, pile cap, raft and mass concrete works etc.\n(ii) Using 25mm thick plank | item118 | 6.99 | Sq.M. |
| 119 | 119 | Sides of tie beams, grade beams etc. at or below ground level.\n(b) Using 25mm thick plank. | item119 | 3.85 | Sq.M. |
| 120 | 120 | Columns, Pillars, Posts & Strut\n(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face\n(ii) Using 25mm thick plank | item120 | 24.66 | Sq.M. |
| 121 | 121 | Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.\n(a) For depth not exceeding 1.0M.\n(ii) Using 25mm thick plank | item121 | 11.55 | Sq.M. |
| 122 | 122 | Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.\n(a) Floors etc. upto 200mm in thickness.\n(ii) Using 25mm thick plank | item122 | 12.24 | Sq.M. |
| 123 | 123 | 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 paid separately) \nA)112 mm thick wall\n(b) In cement mortar in proportion 1:5. \n(1 cement:5 sand) | item123 | 3.225 | Sq.M. |
| 124 | 124 | Providing and laying plain/reinforced cement croncrete works cement with 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) \n(I) Using mixture machine\n(A) In sub - structure up to plinth level\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item124 | 1.979 | Cu.M. |
| 125 | 125 | (B) Super-structure from plinth level upto 1st floor level.\n(ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item125 | 3.914 | Cu.M. |
| 126 | 126 | 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 (upto 1st floor level). \na) From Primary Producer: TATA/SAIL/ Esser Steel/ Jindal steel/Shyam steel/RINL\n(ii)Super Ductile (SD) TMT reinforcement bars | item126 | 13.083 | Qtl. |
| 127 | 127 | 15 mm thick Cement plaster in single coat on single or half brick wall 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. \nA) On rough side \nb) In cement mortar 1:4 | item127 | 54.232 | Sq.M. |
| 128 | 128 | Applying one self-priming coat of acrylic emulsion paint of approved brand, thinning by adding water per the specification of manufacturer over freshly plastered wall surface after throughly brooming the surfaces free morter droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department. \nb) Unicem Raksak | item128 | 54.232 | Sq.M. |
| 129 | 129 | Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) | item129 | 54.232 | Sq.M. |
| 130 | 130 | 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.\na). With ready mixed "red-lead/ red oxide" primer. | item130 | 28.875 | Sq.M. |
| 131 | 131 | Painting two coats (excluding priming coat) on new steel and other metal 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 surface of all dirt, dust and other foreign matter.\n(i).Surfaces over 100mm in width or girth.\na). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). | item131 | 28.875 | Sq.M. |
| 132 | 132 | 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 to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 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). | item132 | 4.125 | Qtl. |
| 133 | 133 | Providing Transporating to site,laying,fitting and fixing at all levels tiles for following purpose of SUNROCK-Hi-CTS tiles of high density cement concrete designer coloured tiles made of 100% pure white cement tested as per IS-1237-1980 of approved quality,size shape of thickness 5mm to 50mm to be ancored by adhesive cement and copper wire anchoring including cutting where necessary finished with flush pointing with polymer modified cementations tile joint filler of "ROOF RAINBOW TILE MATE-140" white cement slurry mixed with approved pigment to match shade of tiles complete as specified and directed.(Coloured pigment should be in conformity with color of tiles and as approved and directed by the department. (Cloud, Wave, Old Rock, English Stone) | item133 | 12.42 | Sq.M. |
| 134 | 134 | Construction of Platform for 2 Nos Statue:-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(a) In ordinary soil | item134 | 15.552 | Cu.M. |
| 135 | 135 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item135 | 25.92 | Sq.M. |
| 136 | 136 | 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).\n(a) In prop 1cement: 3 sand :6 coarse aggregate by volume. | item136 | 2.592 | Cu.M. |
| 137 | 137 | Providing and laying plain/reinforced cement croncrete works cement with 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) \n(I) Using mixture machine\n(A) In sub - structure up to plinth level\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item137 | 0.528 | Cu.M. |
| 138 | 138 | (B) Super-structure from plinth level upto 1st floor level.\n(ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser.\nb) M20 grade concrete or Prop. 1:1.5:3 | item138 | 2.194 | Cu.M. |
| 139 | 139 | Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level.\n(b) In proportion 1:4. | item139 | 22.108 | Cu.M. |
| 140 | 140 | 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:\nFoundation, footings, bases of columns, pile cap, raft and mass concrete works etc.\n(ii) Using 25mm thick plank | item140 | 16.224 | Sq.M. |
| 141 | 141 | Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.\n(a) Floors etc. upto 200mm in thickness.\n(ii) Using 25mm thick plank | item141 | 5.76 | Sq.M. |
| 142 | 142 | 15 mm thick Cement plaster in single coat on single or half brick wall 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. \nA) On rough side \nb) In cement mortar 1:4 | item142 | 113.32 | Sq.M. |
| 143 | 143 | Providing polished granite tiles of approved quality, size, shape and thickness not less than 8mm on walls and skirtings over cement mortar bed 15 mm thick in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey / Sika / Pedelite / Rouf) /white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. (Cement plastering to be measured and paid separately). (Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department). (Walls means both interior and exterior walls).\n(ii) With White cement | item143 | 113.32 | Sq.M. |
| 144 | 144 | 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 (upto 1st floor level). \na) From Primary Producer: TATA/SAIL/ Esser Steel/ Jindal steel/Shyam steel/RINL\n(ii)Super Ductile (SD) TMT reinforcement bars | item144 | 0.758 | Qtl. |
| 145 | 145 | Providing and fixing Stainless Steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in-charge.\n(For payment, only weight of Stainless Steel member is to be considered. No extra payment for fixing accessories such as nuts, bolts, fasteners etc. will be considered) | item145 | 80 | Kg. |
| 146 | 146 | Repairing of existing Gandhi Mandap Platform:-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(a) In ordinary soil | item146 | 1.725 | Cu.M. |
| 147 | 147 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item147 | 33.64 | Sq.M. |
| 148 | 148 | Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level.\n(b) In proportion 1:4. | item148 | 2.192 | Cu.M. |
| 149 | 149 | 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. \n(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. | item149 | 5.578 | Cu.M. |
| 150 | 150 | 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. | item150 | 27.89 | Sq.M. |
| 151 | 151 | Providing and fixing Stainless Steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in-charge.\n(For payment, only weight of Stainless Steel member is to be considered. No extra payment for fixing accessories such as nuts, bolts, fasteners etc. will be considered) | item151 | 25.14 | Kg. |
| 152 | 152 | Construction of Drain and Brick Wall around the tree:-\nEarthwork 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.\n(A) Upto a depth of 2.00 m below the existing G.L.\n(b) In hard/ dense soil | item152 | 38.07 | Cu.M. |
| 153 | 153 | Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage.\n(a) Random Rubble Masonry | item153 | 50.76 | Cu.M. |
| 154 | 154 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a).Brick on flat soling. | item154 | 35.25 | Sq.M. |
| 155 | 155 | 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).\n(a) In prop 1cement: 3 sand :6 coarse aggregate by volume. | item155 | 2.468 | Cu.M. |
| 156 | 156 | Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level.\n(d) In proportion 1:6. | item156 | 9.49 | Cu.M. |
| 157 | 157 | 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.\n(a) 15 mm thick | item157 | 11.08 | Sq.M. |
| 158 | 158 | Electrical Works:\nWiring for light/ fan/ call bell point with 2x1.5 sq mm P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) with flat 19 mm ISI marked casing 'n' capping (AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) in surface system, including 6 Amp flush type switch/ bell push (Anchor Penta/Gold medal /Kolor kany.Kom/ Havells or equivalent make as approved by the Deptt.) GI/ MS switch board (ISI marked) half conceal on wall with phenolic laminated sheet cover ,ceiling rose (Anchor/Gold medal /Kolor kany.Kom / Havells or equivalent make as approved by the Deptt.) etc. complete as directed and specified by the Deptt.\nShort point up to 3.00 metre. length. | item158 | 8 | Each |
| 159 | 159 | Wiring for drawing sub-main line with P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) in surface flat ISI marked casing 'n' capping (AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) system including earth continuity.\nWith 2 x 2.5 sq. mm. + earth continuity with 1x1.5 sq. mm. in flat 19 mm ISI marked casing 'n' capping system. | item159 | 40 | Mtr. |
| 160 | 160 | Supplying and fixing of batten holder (Anchor Penta PC CHERRY /Gold medal /Kolor kany.kom/Havells or equivalent make as approved by the Deptt.) including connection as approved by the Deptt.)as required Without Lamp | item160 | 8 | Each |
| 161 | 161 | Supplying with fitting and fixing sheet steel, phosphatised, powder painted Single door surface mounting MCB enclosure incorporated with bas-bar, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. complete with making necessary connection as approved, specified and directed by the deptt. \nSchneider neo break, C&S, Havells, INDOASIAN, HPL or equivalent as approved by the Deptt.)make) \n1 way single door | item161 | 1 | Each |
| 162 | 162 | Supplying with fitting and fixing DP 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt.\nB Series\n(ABB, Schneider MG, legrand, Hager make)\n6 to 32A | item162 | 1 | Each |
| 163 | 163 | Supplying, installation, testing and commissioning of the following LED lamp as directed by the Deptt. \nSupplying and fixing of retrofit LED lamp in the existing luminaries PHILS/CROMPTON GREAVES/WIPRO/BAJAJ HAVELS HPL/SOLAR make Philips LED bulbs non-dimmable 7W or equivalent as approved by the Deptt. | item163 | 8 | Each |
| 164 | 164 | Supplying including installation, commissioning of vermin and dust proof totally enclosed, Phosphatised Powder Painted cubical outdoor type double door, floor 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 5mm size angle having 4 no legs at the bottom and C.R. sheet roofing on the top. The panel board is to be erected in 1 : 3 : 6 PCC foundation including excavation of trench and brick soling etc. complete neatly Wiring done with provision for one no 125/160A 4pole MCCB or Switch Fuse Unit as incomer and provision for 2nos DP or TPN out going as specified and directed by the deptt. confirming to IP 65 protection comprising of the following electrical items:\n1. 20mm X 3mm 4 strip copper Bus-Bar 0.5M length each\n2. Digital 3 Phase Voltmeter Accuracy class 0.5 - 1 no\n3. Digital 3 Phase Ammeter Accuracy class 0.5 - 1 no\n4. Pilot Lamp with integral ckt LED 110- 230 V (Red, Yellow,& Blue - 3 no\n5. Voltmeter & Ammeter Selector Switch - 2 no\n6. 2 A Slide fuse unit - 3nos\n(Incoming & Outgoing Switch Gear of reqd. rating will be measured and paid separately) | item164 | 1 | Each |
| 165 | 165 | Supply, installation & testing of G.I. earth station with perforated 40 mm dia and 4.50 Metre long heady duty G.I. pipe with necessary 40 mm dia. G.I. Fittings such as Socket, Tee, elbow, nipple and 50 mmx40 mm G.I. reducing socket for funnel including locking arrangement 300 mmx300 mmx6 mm hinged cover C.I. earth plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt . | item165 | 2 | Each |
| 166 | 166 | Extra for using salt (5 K and Charcoal (64 K in pipe Earth Station pit to provide low impedance ground in location of high soil resistivity as and when required and specified by the Deptt. | item166 | 2 | Each |
| 167 | 167 | Supplying with fitting and fixing panel mounting open execution 25 KA 415V 50Hz 3P MCCB (Ics=Icu, adjustable Ir setting 0.7) without enclosure of the following capacity complete with making necessary connection as approved by the Deptt. as specified and directed by the deptt.\n25 KA 415V 50 Hz 3P MCCB \n(Schneider, legrand, Siemens make)\n125A | item167 | 1 | Each |
| 168 | 168 | Supply and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV G Solid Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminium for single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1) 1988 armoured U.G. cable U.G. cable laid in ground/partially in air (as required for termination over ground including excavation of cable trench up to depth of 75cm, refilling, protective brick covering, Sand cushioning etc complete handling of surplus spoil, debris et to proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make).\n2 Core A2XWaY A2XFaY\n10.00 Sq.mm 2 Core armoured U.G. cable | item168 | 285 | Mtr. |
| 169 | 169 | 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.\nSingle phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guar suitable for 76 mm bore well. 0.75 HP STAGE 7 to 24 with control panel. | item169 | 1 | Each |
| 170 | 170 | Supplying testing and commissioning of Timer in the existing control panel as specified and directed by the department (MINS, Schneider make. | item170 | 3 | Each |
| 171 | 171 | Supplying including installation, connection cable, as approved by the Deptt.)with 2x2.5 sqmm copper FR CABLE, testing and commissioning of following post top lantern/ WALL LIGHT on existing pole/ Structure including lamp, driver, ballast as required complete as directed and specified by the deptt.\n4W, BWG 160 LED 150/ NW PSU 100-240 V 60 7043. or equivalent (Equivalent will be selected by the deptt considering the mother items rate) (equivalent WIPRO/ JAQUAR make). | item171 | 30 | Each |
| 172 | 172 | Supplying including installation with required bracket, connection cable, as approved by the Deptt. With 2 x 2.5 sq. mm copper FR cable testing and commissioning of following street. Sight / Flood light on existing pole / structure including lamp, driver, ballast as required complete & as directed and specified by the Deptt.\nPhilips lighting luminaries 29w Endura LED well glass model by 200P LED 25S CW PSU S1 PC or equivalent as approved by the Deptt. (for focusing to statue) | item172 | 2 | Each |
| 173 | 173 | Supplying including installation with required bracket, connection cable, as approved by the Deptt. With 2 x 2.5 sq. mm copper FR cable testing and commissioning of following street light / flood light on existing pole / structure including lamp, driver, ballast as required complete & as directed and specified by the Deptt.\nPhilips lighting luminaries 25w Greenlane smart model by BRPO22 LED 10 CW MR S1 PSU GR or equivalent as approved by the Deptt. (for street light) | item173 | 28 | Each |
| 174 | 174 | Supplying with fitting of GI street light pole with double arm having 3 section of size 76.00 dia at bottom, 50.00 mm dia in the middle, and 32.00 mm dia at the top with a length of 2.75 mtr., 250 mtr respectively including double arm of size 25mm dia & 0.30 mtr long. The bottom of the pole of length 0.75 cm is to be grounded having a base foundation of size 38.00 cm x 38.00 cm x 1:2:3 ratio. This pole is to be painted with white enameled paint 2 cots as per direction of the Deptt. | item174 | 14 | Job |
| 175 | 175 | Supplying with fitting and fixing of 50mm dia 2.4 mtr long GI pipe for Garden Light is to be grounded having a base foundation of size 30cm x 30cm x 30cm including soiling with first class brick and P.C.C. work 1:2:3 ratio. The pole is to be painted with white enemelled paint 2 cots as per direction of the Deptt. | item175 | 32 | Job |
| 176 | 176 | Supplying with ftting and fixing of Trivector Energy Metre. (rate as er ASEB rate) | item176 | 1 | Each |
| 177 | 177 | Load & Meter security. | item177 | 1 | Job |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
