Integrated and Holistic Development of Historic Amrawati Pukhuri, Barapujia, Nagaon under RIDF-XXX

Construction of Single post umbrella shed

Earth work in excavation of foundation for structures as per drawing & technical specification, including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom and backfilling in trenches with approved material.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40mm normal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

RCC Works in in sub structure complete as per drawing & technical specification and steel shuttering form work. (Reinforcement to be paid separately)

Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed. (b) With TATA make

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Waterproof sun shade sails 2.74 x 5.00 m

Construction of Community Hall cum Open Stage

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Soling with dry brick pitching including supply of bricks and preparing the surface complete

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers, cantilevers etc.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. (i) TATA/SAIL

Mild steel and Medium Tensile steel bars for stirrups of columns, beams & tie beams

Brick work with common burnt clay machine moulded perforated bricksof class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :6.3.2 With modular bricks

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:

20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.

RCC Bench

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordinary soil

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering etc. as per Technical Specification Clause 412

Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40mm normal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:

Boundary Wall 1

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps, sand other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilising the remaining earth.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same as directed

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation.

R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.

Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed.

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications in 1:3 cement mortar

Plastering work with cement mortar in prop. 1:3 on brick work in sub structure as per technical specification complete as directed.

Supplying fitting fixing of MS Flat Grill as per drawing and specification including cutting, bending, binding etc. complete as directed.

Boundary Wall-II

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps, sand other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilising the remaining earth.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same as directed

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation.

R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.

Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed. of TATA/SAIL

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications in 1:3 cement morta

Plastering work with cement mortar in prop. 1:3 on brick work in sub structure as per technical specification complete as directed.

Supplying fitting fixing of MS Flat Grill as per drawing and specification including cutting, bending, binding etc. complete as directed.

Welcome Gate

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40mm normal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

RCC Works in in sub structure complete as per drawing & technical specification and steel shuttering form work.

Supplying, fitting & placing TMT bar reinforcement in substructure complete as per drawing & technical specifications.

Plastering with cement mortar ( 1 : 3 ) on R.C.C. works as per technical specifications.

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating

Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.

Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm

Engraving,Lettering etc.

Providing fitting and fixing double leaf heavy duty iron gate, frame made from 50 mm x 6 mm M.S. flat iron with another horizontal flat at the middle, 20 mm dia M.S. bars at 200 mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200 mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100 mm above the middle and top flat is to be flattened and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos strong iron hinges of M.S. bars and flat of same sizes on each leaf to be embedded 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).

Making charge of gate including cutting, bending, welding etc.

Development of Pond

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side

Earthwork in excavationof foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4

Plain cement concrete1:3:6nominalmixin foundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed infoundation

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification

Plain cement concrete1:3:6nominalmixin foundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed infoundation

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.

R.C.C. Signboard

Coat of Installation of Solar light

Life size atatue of "Jongal Bolahu"

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