Providing/Fixing Concertina Coil Above Security Wall Including Providing Chequerred Tiles In Approaches Of Bunglows Situated At North Jkd Under Ahq Of Hasdeo Area . Providing/ Fixing Concertina Coil Above Security Wall Including Providing Chequerred Tile, North Jkd Of Hasdeo Area Distt.-Koriya (C.G.)-Chhattisgarh

TDR : 25000132

Tender Notice
BOQ

Expired

North Jkd Of Hasdeo Area Distt.-Koriya (C.G.) , Chhattisgarh

Tender Brief : Providing/Fixing Concertina Coil Above Security Wall Including Providing Chequerred Tiles In Approaches Of Bunglows Situated At North Jkd Under Ahq Of Hasdeo Area . Providing/ Fixing Concertina Coil Above Security Wall Including Providing Chequerred Tile

Document Fees
Refer document

EMD
₹ 21100.0 /-

Tender Value
₹ 16.84 Lakhs /-

Submission Date
11-08-2020

Competition Type
Indian

Bidding Type
Tender

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Name of the Work / Contract No:
1	1	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).	BI01010001010000000000000515BI0100001118	13.58	cum
2	2	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. All kinds of soil.	BI01010001010000000000000515BI0100001119	235.4	cum
3	3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size).	BI01010001010000000000000515BI0100001120	9.95	cum
4	4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001121	3.4	cum
5	5	Brick work with fly ash bricks of size (230 mm x 110 mm x 75 mm) of class designation 7.5 in superstructure. Cement mortar 1:6 (1 cement : 6 coarse sand).	BI01010001010000000000000515BI0100001122	27.1	cum
6	6	Half brick masonry with fly ash bricks of size (230 mm x 110 mm x 75 mm) of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement : 4 coarse sand).	BI01010001010000000000000515BI0100001123	150	sqm
7	7	12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand).	BI01010001010000000000000515BI0100001124	535	sqm
8	8	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).	BI01010001010000000000000515BI0100001125	467	mtr
9	9	Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.	BI01010001010000000000000515BI0100001126	543	sqm
10	10	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade.	BI01010001010000000000000515BI0100001127	91	sqm
11	11	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001128	3.07	cum
12	12	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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001130	1.71	cum
13	13	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.	BI01010001010000000000000515BI0100001131	29.81	sqm
14	14	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers	BI01010001010000000000000515BI0100001132	26.7	sqm
15	15	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars.	BI01010001010000000000000515BI0100001133	383	kg
16	16	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.	BI01010001010000000000000515BI0100001134	1335	kg
17	17	Carriage of Materials by Mechanical Transport including loading, unloading and stacking: Earth Lead - 2 km.	BI01010001010000000000000515BI0100001135	235.4	cum
18	18	Finishing walls with water proofing cement paint of required shade : Old work (one or more coats @ 2.20 kg/10 sqm) complete.	BI01010001010000000000000515BI0100001160	1671	sqm
19	19	Total impact of GST for the purpose of CTC	BI01010001010000000000000515BI0100001161	1	Nos

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Name of the Work / Contract No:
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).	BI01010001010000000000000515BI0100001118	13.58	cum
2	2	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. All kinds of soil.	BI01010001010000000000000515BI0100001119	235.4	cum
3	3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size).	BI01010001010000000000000515BI0100001120	9.95	cum
4	4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001121	3.4	cum
5	5	Brick work with fly ash bricks of size (230 mm x 110 mm x 75 mm) of class designation 7.5 in superstructure. Cement mortar 1:6 (1 cement : 6 coarse sand).	BI01010001010000000000000515BI0100001122	27.1	cum
6	6	Half brick masonry with fly ash bricks of size (230 mm x 110 mm x 75 mm) of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement : 4 coarse sand).	BI01010001010000000000000515BI0100001123	150	sqm
7	7	12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand).	BI01010001010000000000000515BI0100001124	535	sqm
8	8	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).	BI01010001010000000000000515BI0100001125	467	mtr
9	9	Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.	BI01010001010000000000000515BI0100001126	543	sqm
10	10	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade.	BI01010001010000000000000515BI0100001127	91	sqm
11	11	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001128	3.07	cum
12	12	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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001130	1.71	cum
13	13	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.	BI01010001010000000000000515BI0100001131	29.81	sqm
14	14	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers	BI01010001010000000000000515BI0100001132	26.7	sqm
15	15	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars.	BI01010001010000000000000515BI0100001133	383	kg
16	16	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.	BI01010001010000000000000515BI0100001134	1335	kg
17	17	Carriage of Materials by Mechanical Transport including loading, unloading and stacking: Earth Lead - 2 km.	BI01010001010000000000000515BI0100001135	235.4	cum
18	18	Finishing walls with water proofing cement paint of required shade : Old work (one or more coats @ 2.20 kg/10 sqm) complete.	BI01010001010000000000000515BI0100001160	1671	sqm
19	19	Total impact of GST for the purpose of CTC	BI01010001010000000000000515BI0100001161	1	Nos

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