Carrying Out Stone Pitching , Concertina Coil And Barbed Wire Fencing And Other Miscellaneous Works Inside Phpl Rajahmundry Ips, Rajahmudry, Andhra Pradesh-Andhra Pradesh

TDR : 28245030

Tender Notice
BOQ

Expired

Rajahmudry, Andhra Pradesh , Andhra Pradesh

Tender Brief : Carrying Out Stone Pitching , Concertina Coil And Barbed Wire Fencing And Other Miscellaneous Works Inside Phpl Rajahmundry Ips

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Tender Value
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Submission Date
10-07-2021

Competition Type
Indian

Bidding Type
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Name of Work: Carrying out stone pitching, concertina coil & barbed wire fencing and other miscellaneous works inside PHPL Rajahmundry IPSNOTE: 1. Please enable macros before filling the rates to see the quoted figures in words. 2. The bidder shall quote firm prices “Excess(+)/ At Par/ Less(-)” against the rates mentioned in the price schedule provided in BoQ1 sheet as per instructions provided herein after taking into account all the tender terms and conditions and scope of work. In case rates are quoted to more than 2 decimal places then, the amount quoted towards the tender shall be worked out for the rates quoted to first 2 decimal points without rounding off. 3. Only \"Bidder Name\", \"Excess (+) or \"At Par\" or Less (-)\" & \"Percentage\" are to be filled by the bidder in the designated \"Sky Blue cells\". For \"At Par\" selection, the percentage quoted shall be treated as 0.00 and quoted amount at par with estimate.4. \"Excess (+)\" or \"At Par\" or \"Less (-)\" can be selected from the dropdown menu by clicking on the cell. 5. No changes shall be made by the bidder to S.No., Unit, Quantity. 6. In case of any difference in item description/unit/quantity in BOQ, then the item description/quantity/unit given in the tender document shall prevail. 7.The rates quoted by the tenderer shall include all cost towards equipment, labour & laboratory back-up, logistics, transport, spares, tools, tackles, consumables, etc., travel and stay arrangements and other incidentals including supply of materials as may be necessary for rendering the services as per detailed specifications. 8. Goods and Services tax as per GST Act 2017 for concerned services has been added to the base price of below mentioned services. If the bidder wishes to quote some other Goods and Services tax rate other than mentioned in the price schedule provided in BoQ1 sheet, they may quote the same in \"Annexure H\". Statutory variation on Goods and Services Tax as applicable for the category/service shall be to Owner’s account up to the contractual completion period. Reverse charges mechanism on Goods and Services tax amount shall be applicable as per Govt. rules. 9. Bidders are advised strictly not to alter or change the BOQ format/ contents. Bidders are also advised not to paste any image file or put any additional conditions in the BOQ work sheet. 10. Rates of items under Schedule-I are fixed by IOCL except as specifically stated in SCC, i.e. arrear payment toward revision in minimum wages Abbreviations: Unit CUM - CUBIC METER, T - TON, SQM - SQUARE METER
1	10	Stone Pitching Works
2	20	Earth Works
3	30	Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	4060	CUM
4	40	Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, all works up to any lead & lift as directed by the Engineer-in-Charge.	22000	SQM
5	50	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed by the Engineer-in-Charge :
6	60	In all kinds of soil	50	CUM
7	70	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
8	80	1:3:6 (1 cement : 3 coarse sand (zone III) derived from natural resources : 6 graded stone aggregate 20 mm nominal size derived from natural resources	210	CUM
9	90	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. Rate inclusive of preparing bedding surface with 75mm thick compacted granular bedding (20mm nominal size stone aggregate) over well compacted soil sides, excavating existing earth if required, preparation of side slope including ramming,watering, consolidating and dressing finished stone pitching with lean concrete and top flush pointing in cement mortar (1:3) etc. complete including all material and labour as per drawings and as directed by site engineer
10	100	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.	3000	SQM
11	110	Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : flush/cut pointing	3000	SQM
12	120	75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : 20mm nominal size stone aggregate	3000	SQM
13	130	Flag Post Fabrication Erection and SS Chain Railing Installation
14	140	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
15	150	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]	10	CUM
16	160	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]	5	CUM
17	170	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :
18	180	Thermo-Mechanically Treated bars of grade Fe-500D or more	100	Kg
19	190	Brick work with bricks of class designation 50 in cement mortar 1:6 (1 cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
20	200	a) In foundation, plinth etc.	5.15	CUM
21	210	Centering and shuttering including strutting, propping etc. and removal of formwork for :
22	220	Columns, piers, abutments, pillars, posts and struts	2	SQM
23	230	15 mm cement plaster on the rough side of single or half brick wall of mix :
24	240	1:6 (1 cement : 6 fine sand)	15	SQM
25	250	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).	0.5	TO
26	260	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, including 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 the Engineer-in-Charge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.]	300	KG
27	270	Fencing Works
28	280	Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.	1560	KG
29	290	Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in :
30	300	Channels, angles, tees and flats	2650	KG
31	310	Brick work with bricks of class designation 50 in cement mortar 1:6 (1 cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
32	320	b) In superstructure all floors, mumty parapet etc at all heights with maximum staging height of 10 m.	210	CUM
33	330	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :
34	340	Thermo-Mechanically Treated bars of grade Fe-500D or more	1860	Kg
35	350	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
36	360	1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]	35	CUM
37	370	Centering and shuttering including strutting, propping etc. and removal of formwork for :
38	380	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	200	SQM
39	390	15 mm cement plaster on the rough side of single or half brick wall of mix :
40	400	1:6 (1 cement : 6 fine sand)	1800	SQM
41	410	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).	2.7	TO
42	420	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.	1235	M
43	430	Supplying, fitting and fixing hot dip galvinised barbed line wire ( confirming to IS 278 latest edition , Size designation-1) through holes in fencing posts (already made in the body of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires 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.	4940	M

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Carrying Out Stone Pitching , Concertina Coil And Barbed Wire Fencing And Other Miscellaneous Works Inside Phpl Rajahmundry Ips, Rajahmudry, Andhra Pradesh-Andhra Pradesh

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Name of Work: Carrying out stone pitching, concertina coil & barbed wire fencing and other miscellaneous works inside PHPL Rajahmundry IPSNOTE: 1. Please enable macros before filling the rates to see the quoted figures in words. 2. The bidder shall quote firm prices “Excess(+)/ At Par/ Less(-)” against the rates mentioned in the price schedule provided in BoQ1 sheet as per instructions provided herein after taking into account all the tender terms and conditions and scope of work. In case rates are quoted to more than 2 decimal places then, the amount quoted towards the tender shall be worked out for the rates quoted to first 2 decimal points without rounding off. 3. Only \"Bidder Name\", \"Excess (+) or \"At Par\" or Less (-)\" & \"Percentage\" are to be filled by the bidder in the designated \"Sky Blue cells\". For \"At Par\" selection, the percentage quoted shall be treated as 0.00 and quoted amount at par with estimate.4. \"Excess (+)\" or \"At Par\" or \"Less (-)\" can be selected from the dropdown menu by clicking on the cell. 5. No changes shall be made by the bidder to S.No., Unit, Quantity. 6. In case of any difference in item description/unit/quantity in BOQ, then the item description/quantity/unit given in the tender document shall prevail. 7.The rates quoted by the tenderer shall include all cost towards equipment, labour & laboratory back-up, logistics, transport, spares, tools, tackles, consumables, etc., travel and stay arrangements and other incidentals including supply of materials as may be necessary for rendering the services as per detailed specifications. 8. Goods and Services tax as per GST Act 2017 for concerned services has been added to the base price of below mentioned services. If the bidder wishes to quote some other Goods and Services tax rate other than mentioned in the price schedule provided in BoQ1 sheet, they may quote the same in \"Annexure H\". Statutory variation on Goods and Services Tax as applicable for the category/service shall be to Owner’s account up to the contractual completion period. Reverse charges mechanism on Goods and Services tax amount shall be applicable as per Govt. rules. 9. Bidders are advised strictly not to alter or change the BOQ format/ contents. Bidders are also advised not to paste any image file or put any additional conditions in the BOQ work sheet. 10. Rates of items under Schedule-I are fixed by IOCL except as specifically stated in SCC, i.e. arrear payment toward revision in minimum wages Abbreviations: Unit CUM - CUBIC METER, T - TON, SQM - SQUARE METER
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	10	Stone Pitching Works
2	20	Earth Works
3	30	Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.		4060	CUM
4	40	Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, all works up to any lead & lift as directed by the Engineer-in-Charge.		22000	SQM
5	50	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed by the Engineer-in-Charge :
6	60	In all kinds of soil		50	CUM
7	70	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
8	80	1:3:6 (1 cement : 3 coarse sand (zone III) derived from natural resources : 6 graded stone aggregate 20 mm nominal size derived from natural resources		210	CUM
9	90	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. Rate inclusive of preparing bedding surface with 75mm thick compacted granular bedding (20mm nominal size stone aggregate) over well compacted soil sides, excavating existing earth if required, preparation of side slope including ramming,watering, consolidating and dressing finished stone pitching with lean concrete and top flush pointing in cement mortar (1:3) etc. complete including all material and labour as per drawings and as directed by site engineer
10	100	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.		3000	SQM
11	110	Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : flush/cut pointing		3000	SQM
12	120	75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : 20mm nominal size stone aggregate		3000	SQM
13	130	Flag Post Fabrication Erection and SS Chain Railing Installation
14	140	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
15	150	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]		10	CUM
16	160	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]		5	CUM
17	170	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :
18	180	Thermo-Mechanically Treated bars of grade Fe-500D or more		100	Kg
19	190	Brick work with bricks of class designation 50 in cement mortar 1:6 (1 cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
20	200	a) In foundation, plinth etc.		5.15	CUM
21	210	Centering and shuttering including strutting, propping etc. and removal of formwork for :
22	220	Columns, piers, abutments, pillars, posts and struts		2	SQM
23	230	15 mm cement plaster on the rough side of single or half brick wall of mix :
24	240	1:6 (1 cement : 6 fine sand)		15	SQM
25	250	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).		0.5	TO
26	260	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, including 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 the Engineer-in-Charge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.]		300	KG
27	270	Fencing Works
28	280	Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.		1560	KG
29	290	Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in :
30	300	Channels, angles, tees and flats		2650	KG
31	310	Brick work with bricks of class designation 50 in cement mortar 1:6 (1 cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
32	320	b) In superstructure all floors, mumty parapet etc at all heights with maximum staging height of 10 m.		210	CUM
33	330	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :
34	340	Thermo-Mechanically Treated bars of grade Fe-500D or more		1860	Kg
35	350	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
36	360	1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]		35	CUM
37	370	Centering and shuttering including strutting, propping etc. and removal of formwork for :
38	380	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.		200	SQM
39	390	15 mm cement plaster on the rough side of single or half brick wall of mix :
40	400	1:6 (1 cement : 6 fine sand)		1800	SQM
41	410	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).		2.7	TO
42	420	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.		1235	M
43	430	Supplying, fitting and fixing hot dip galvinised barbed line wire ( confirming to IS 278 latest edition , Size designation-1) through holes in fencing posts (already made in the body of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires 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.		4940	M

Carrying Out Stone Pitching , Concertina Coil And Barbed Wire Fencing And Other Miscellaneous Works Inside Phpl Rajahmundry Ips, Rajahmudry, Andhra Pradesh-Andhra Pradesh

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