Renovation of Keotpara Pump Centre 1_2_3 ) for Maloibari ELIS under SCSP during the year 2023_24 _Package No. 1

Amount

Extension of Canal (BC1 - 70 M) Keotpara PC 1

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. ( a ) 9 cm brick flat including sand packing.

C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) .

Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

River sand filling in plinth,canal bed, canal slopes,base of structures, etc in layers not more than 150mm thick including carriage, watering, ramming etc. complete as directed.

Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed. : Carriage up to lead of 60 M and lift upto 9 M.

Renovation of Canal (BC2 - 200 M) Keotpara PC 1

Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed.

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. ( a ) 9 cm brick flat including sand packing.

C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) .

Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

River sand filling in plinth,canal bed, canal slopes,base of structures, etc in layers not more than 150mm thick including carriage, watering, ramming etc. complete as directed.

Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed. : Carriage up to lead of 60 M and lift upto 9 M.

Construction of Bricklined Branch Canal (60.00 M) Keotpara PC 3

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. ( a ) 9 cm brick flat including sand packing.

C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) .

Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

River sand filling in plinth,canal bed, canal slopes,base of structures, etc in layers not more than 150mm thick including carriage, watering, ramming etc. complete as directed.

Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

RCC Water Trough (2 Nos.)Keotpara PC 1,2 & 3

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring, bailing, out water with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness with 9cm brick on flat including sand packing.( a ) 9 cm brick flat including sand packing.

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber)

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed

R.C.C. work in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20 mm including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners , fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of ‘J’ type rubber seal, of size 125 mm , ‘J’ type rubber seal corner of size 125 mm , with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. B] C/Regulator & H/Regulator GATES OF SIZE less than 5.0 M2

12 mm cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Supply, Fabrication, installation and commissioning including greasing, painting, etc. at site and fitting fixing of Lifting Arrangement for Regulator gate manually operated including M.S. Screw shaft of 40 mm/ 50mmdia along with C.I. Boss of size 150 mm x 200 mm , thrust bearing of 45 mm/55 mm (ID) ,operating wheel made of GI Pipes of 25 mm dia , securely fixed with lock plate & tool plate on fabricated tool post made of MS Tee bar 80 x 80 x 8mm fitting fixing of all these items complete as per design & drawing and as directed

Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 30 m and lift 1.50 m).

Outlet (73 Nos.) at Keotpara PC 1,2 & 3

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.( a ) 9 cm brick flat including sand packing.

C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Supplying, fitting, fixing PVC pipes (IS 12818, 4kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately) 110 mm dia

Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Cross-Drainage (3 Nos.) at Keotpara PC-1, 2 & 3

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. a) 9cm brick on flat including sand packing.

C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Supplying of NP3 hume pipe of size 300mm dia.

Supplying of NP3 hume pipe Coller for size 300mm dia.

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing as per direction of deptt. including carrying the same from godown to site. (For 30cm to 60cm dia).

Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Cattle Crossing (33 Nos.)

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.( a ) 9 cm brick flat including sand packing.

C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber)

Shuttering(Slabs)

Beam with prop.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Signboard 3 nos

Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. (As per approved rate of CE))

Supply and Fabrication of Steel Floating barge

Bottom and water cut portion of the barge: Supply and fabrication of M.S. plate for bottom side and water cut portion and specific damaged parts of the deck portion of the barge of size 4.60 M x 3.10 M x 1.40 M along with allied works after replacing the damaged M.S. plates of original size etc. complete as directed by the department as per drawing. The job also includes painting of the barge with 2(two) coats of anti-corrosive metal primer followed by with 2(two) coats of anti-corrosive black bituminous paints, complete as directed by the department. Each successive coat of the paint is to be applied after normal drying of the previous coat, complete as directed by the Department.

Super Structure of the Barge: Supply, fabrication & erection of roof support of height 1.9 M providing post of M. S angle with necessary clamping and welding at the top of the barge along with the roof truss and purline made of M. S Blank pipe fitted with necessary welding & bolting complete as directed.

Roofing items of the Barge: Providing TATA/DYNAROOF make CGI sheet/Roofing of size-3050 mm (L) x 910 mm (W) x 0.5 mm (T). The job includes supply of CGI sheets , G.I Ridging, fitting fixing of entire roof with necessary “J” hooks nuts and bolts with washer complete as directed.

Anchoring of the barge : Supply and installation of heavy duty wire rope along with necessary U clamps etc.

Leakage testing and dewatering of the Barge: Leakage testing of the barge by water filling followed by dewatering work at site including necessary allied works, complete as directed.

Shifting of the Barge: Shifting of the barge from the LIS point to the place of fabrication and back to the work site including floating of the same at the intake point complete as directed.

Supply ,fabrication and installation of M.S foot Bridge from bank of the barge as directed .

Fabricatiob and Installation of Surge Tank

MS sheet 6 mm thick for Surge tank of size 1.5 M dia x 2 M height(As per Sub Analysis -1)

GI pipe for riser, 80 mm dia

GI Flange ,125 mm dia (NIQ-1)

125 mm dia x 90° G.I. Bend (NIQ-1)

125mm dia x 1.5 m long G.I. pipe with both side flange (NIQ-1)

CIDF Sluice Valve 125 mm Dia (DPC Rate)

Pipe joining set complete with 6mm thick mouled Rubber Gasket, MS Nuts & bolts with washer suitable for 125 mm dia flanged type. (NIQ 1)

MSDF Short pipe 300mm dia x 2 mtr long (DPC Rate)

Cost of cutting MS plate @ 30% on material cost (MS)

Cost of welding MS plate @ 40% on material cost (MS)

Cost of painting with anticorrosive Red Oxide enamel paint to the surge Tank @ 10% on material cost (MS)

Cost of fitting fixing of the Surge tank at site with skilled labour as directed @ 10% of material cost

Add contractor’s profit @ 10% on item no.1 to item no 12 i.e.on Rs.97366.64

RCC Platform

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. 2.8.1 All kinds of soil.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) .

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for

Foundations, footings, bases of columns, etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

Columns, Pillars, Piers, Abutments, Posts and Struts .

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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc

LILI ENTERPRISE

M/S Sai Enterprise