Phbts21002 And Replacement Of Barbed Wire And Concertina Coil With Modification Of Support Angles ( Y Type To X Type ) Along The Boundary Wall Of Phbpl And Phdpl Haldia Replacement Of Barbed Wire And Concertina Coil With Modification Of Support Angles

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27814817
Phbts21002 And Replacement Of Barbed Wire And Concertina Coil With Modification Of Support Angles ( Y Type To X Type ) Along The Boundary Wall Of Phbpl And Phdpl Haldia Replacement Of Barbed Wire And Concertina Coil With Modification Of Support Angles
Indian
West Bengal
04-05-2021
25-05-2021
26-05-2021

Tender Details

Phbts21002 And Replacement Of Barbed Wire And Concertina Coil With Modification Of Support Angles ( Y Type To X Type ) Along The Boundary Wall Of Phbpl And Phdpl Haldia Replacement Of Barbed Wire And Concertina Coil With Modification Of Support Angles ( Y Type To X Type ) Along The Boundary Wall Of Phbpl And Phdpl Haldia

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INR 83.81 Lakhs /-

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BOQ Items

Name of Work: Replacement of Barbed Wire and Concertina Coil with Modification of Support Angles (Y type to X type) along the Boundary Wall of PHBPL and PHDPL Haldia
Sl. No. Item Description Item Code / Make Quantity Units
1 10 PHBPL Haldia BI01010001010000000000000515BI0100001110
2 20 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] BI01010001010000000000000515BI0100001111 11256.2 KG
3 30 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] BI01010001010000000000000515BI0100001112 12.713 CUM
4 40 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:3:6 or richer mix (including equivalent design mix) BI01010001010000000000000515BI0100001113 20.597 CUM
5 50 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. BI01010001010000000000000515BI0100001114 420 KG
6 60 Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. Payment of required barbed wire to be done on separately line item. BI01010001010000000000000515BI0100001115 1400 M
7 70 G.I. Barbed Wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used]. BI01010001010000000000000515BI0100001116 8400 M
8 80 Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). BI01010001010000000000000515BI0100001117 16.394 TO
9 90 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, with: 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] BI01010001010000000000000515BI0100001118 8.475 CUM
10 100 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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] BI01010001010000000000000515BI0100001119 45.094 CUM
11 110 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001120 327 SQM
12 120 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 BI01010001010000000000000515BI0100001121 400.811 KG
13 130 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) BI01010001010000000000000515BI0100001122 1277.25 SQM
14 140 Neat cement punning BI01010001010000000000000515BI0100001123 1277.25 SQM
15 150 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) BI01010001010000000000000515BI0100001124 3832 SQM
16 160 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per directions of the Engineer-in-Charge : Bars up to 12 mm diameter BI01010001010000000000000515BI0100001125 395.5 M
17 170 Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and directions of the Engineer-in-Charge complete in all respect : SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. BI01010001010000000000000515BI0100001126 318.75 SQM
18 180 Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of the Engineer-in-Charge. [Note: Measurement and Payment- The pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/sq.mm] : 25 mm average thickness in 2 layers. BI01010001010000000000000515BI0100001127 177.375 SQM
19 190 Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. NOTE: While doing patch repair work on plaster, to some extent i.e at least 100 to 150 mm aditionally old plaster work shall be removed and chicken wire mesh shall be fixed 100 to 150 mm on either side of the junction of olda and new work. BI01010001010000000000000515BI0100001128 195 SQM
20 200 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 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001129 5 CUM
21 210 Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] BI01010001010000000000000515BI0100001130 5 CUM
22 220 PHDPL Haldia BI01010001010000000000000515BI0100001131
23 230 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] BI01010001010000000000000515BI0100001132 7040 KG
24 240 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] BI01010001010000000000000515BI0100001133 7.92 CUM
25 250 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:3:6 or richer mix (including equivalent design mix) BI01010001010000000000000515BI0100001134 12.872 CUM
26 260 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. BI01010001010000000000000515BI0100001135 264 KG
27 270 Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. Payment of required barbed wire to be done on separately line item. BI01010001010000000000000515BI0100001136 880 M
28 280 G.I. Barbed Wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used]. BI01010001010000000000000515BI0100001137 5280 M
29 290 Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). BI01010001010000000000000515BI0100001138 10.211 TO
30 300 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, with: 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] BI01010001010000000000000515BI0100001139 5.28 CUM
31 310 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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] BI01010001010000000000000515BI0100001140 28.196 CUM
32 320 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001141 204 SQM
33 330 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 BI01010001010000000000000515BI0100001142 244.937 KG
34 340 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) BI01010001010000000000000515BI0100001143 801.05 SQM
35 350 Neat cement punning BI01010001010000000000000515BI0100001144 801.05 SQM
36 360 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) BI01010001010000000000000515BI0100001145 2403 SQM
37 370 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per directions of the Engineer-in-Charge : Bars up to 12 mm diameter BI01010001010000000000000515BI0100001146 246.4 M
38 380 Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and directions of the Engineer-in-Charge complete in all respect : SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. BI01010001010000000000000515BI0100001147 199.95 SQM
39 390 Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of the Engineer-in-Charge. [Note: Measurement and Payment- The pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/sq.mm] : 25 mm average thickness in 2 layers. BI01010001010000000000000515BI0100001148 93.625 SQM
40 400 Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. NOTE: While doing patch repair work on plaster, to some extent i.e at least 100 to 150 mm aditionally old plaster work shall be removed and chicken wire mesh shall be fixed 100 to 150 mm on either side of the junction of olda and new work. BI01010001010000000000000515BI0100001149 122.625 SQM
41 410 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 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001150 5 CUM
42 420 Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] BI01010001010000000000000515BI0100001151 5 CUM
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