Construction Of Security Wall Security Gate And Approach Road At 220 Kv Sub Station Karkhi Anandnagar Maharajganj, Anandnagar Maharajganj-Uttar Pradesh

TDR : 28036661

Tender Notice
BOQ

Expired

Anandnagar Maharajganj , Uttar Pradesh

Tender Brief : Construction Of Security Wall Security Gate And Approach Road At 220 Kv Sub Station Karkhi Anandnagar Maharajganj

Document Fees
₹ 11800 /-

EMD
₹ 325000.0 /-

Tender Value
Refer document

Submission Date
15-06-2021

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Name of Work: Construction of Security Wall,Approach road, Retaining Wall, Security Gate, Culvert and Misc. Civil Works at 220 KV S/S Anandnagar, Maharajganj.
1	1	Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01)	BI01010001010000000000000515BI0100001113	1235	Cu.M
2	2	Add to Earth work item (SI No. 4.01 to 4.03) for every additional 30m lead or part thereof or for every additional 1.5M lift or part thereof. (CSI No. 4.04)	BI01010001010000000000000515BI0100001114	20	Cu.M
3	3	Local sand filling in plinth including supply of necessary quantity of local sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 4.05)	BI01010001010000000000000515BI0100001115	10	Cu.M
4	4	Clearing jungle including uprooting of rank vegetations, grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPCL area cleared. (CSI No. 4.08)	BI01010001010000000000000515BI0100001116	1000	SqM
5	5	Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 km outside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10)	BI01010001010000000000000515BI0100001117	10	Cu.M
6	6	Concrete with 4cm gauge I class brick ballast (class 150), coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 )	BI01010001010000000000000515BI0100001118	80	Cu.M
7	7	Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a)	BI01010001010000000000000515BI0100001119	65	Cu.M
8	8	Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 1:1.5:3. including supply of all materials, labour, side shuttering if required and T&P etc. required for proper completion of work (CSI No. 5.21)	BI01010001010000000000000515BI0100001120	3	Cu.M
9	9	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.23)	BI01010001010000000000000515BI0100001121	53	Cu.M
10	10	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in slab, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P . (CSI No. 5.24)	BI01010001010000000000000515BI0100001122	4	Cu.M
11	11	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27)	BI01010001010000000000000515BI0100001123	235	Cu.M
12	12	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in RCC T beam-slab and column, excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire and including cost of all materials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI No. 5.29)	BI01010001010000000000000515BI0100001124	270	Cu.M
13	13	First class brick (class-150) work in 1:6 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01)	BI01010001010000000000000515BI0100001125	245	Cu.M
14	14	First class brick work in 1:6 cement and coarse sand(F.M. 1.8 to 2.5) mortar in super structure for walls of one brick thickness.(CSI 6.01+6.07+6.08)	BI01010001010000000000000515BI0100001126	200	Cu.M
15	15	First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03)	BI01010001010000000000000515BI0100001127	5	Cu.M
16	16	First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in superstructure including necessary cutting & moulding of bricks as required for one brick thick wall including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI 6.03+6.07+6.08)	BI01010001010000000000000515BI0100001128	5	Cu.M
17	17	First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in superstructure including necessary cutting & moulding of bricks as required for half brick (115mm) thickness wall including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI 6.03+6.07+6.09)	BI01010001010000000000000515BI0100001129	4	Cu.M
18	18	Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings but excluding their supply including all materials, labour & T&P etc. required for proper completion of work. (CSI No. 8.57+8.61)	BI01010001010000000000000515BI0100001130	2	SqM
19	19	Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01)	BI01010001010000000000000515BI0100001131	2.5	MT
20	20	TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor) (CSI No. 9.03)	BI01010001010000000000000515BI0100001132	38.5	MT
21	21	Providing and fixing steel glazed window and ventilators of standard rolled Mann or Mahavir steel sections conforming to IS 7452-1974 as per drawing joints metered & welded with 100x14x3.15 mm holdfast embedded in cement concrete block 15x10x10 cm. Size of 1:3:6 proportion i.e. 1 part of cement 3 part of approved coarse sand & 6 part of graded stone (aggregated 20mm. Nominal size) S/F of glass panes of plain pin headed 4mm. Thick nuts glazing clips and special putty of approved make complete and including a cost of red oxide paint. The fabrication should conform to I.S.1038-1975. (Aluminum beading with rubber packing included). (CSI No. 9.17)	BI01010001010000000000000515BI0100001133	5	SqM
22	22	P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary golts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37)	BI01010001010000000000000515BI0100001134	500	RM
23	23	12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07)	BI01010001010000000000000515BI0100001135	3485	SqM
24	24	12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.09)	BI01010001010000000000000515BI0100001136	200	SqM
25	25	Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (CSI No. 11.16)	BI01010001010000000000000515BI0100001137	1440	RM
26	26	6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & T&P etc. required for proper completion of the work.(CSI No. 11.17)	BI01010001010000000000000515BI0100001138	33	SqM
27	27	Add for extra labour and materials for plaster over rough face of one brick thick wall. (CSI No. 11.12)	BI01010001010000000000000515BI0100001139	500	SqM
28	28	S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cement mortar in plaster or concrete work in the proportion as recommended by the manufacturer.(CSI No. 11.15)	BI01010001010000000000000515BI0100001140	5	Kg
29	29	3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumption 0.044 bag/Sq.m.) (CSI No. 11.20)	BI01010001010000000000000515BI0100001141	15	SqM
30	30	2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge brick ballast in the proportion of 1:6:12 and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. (CSI No. 12.02)	BI01010001010000000000000515BI0100001142	13	SqM
31	31	4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04)	BI01010001010000000000000515BI0100001143	12	SqM
32	32	Painting or varnishing new iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mix paint \"Luxol\" or equivalent brand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01)	BI01010001010000000000000515BI0100001144	50	SqM
33	33	As in item 32 above but for every coat after first coat. (CSI No. 13.02)	BI01010001010000000000000515BI0100001145	50	SqM
34	34	Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20)	BI01010001010000000000000515BI0100001146	3425	SqM
35	35	Painting one coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including thorough washing with water including cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.22)	BI01010001010000000000000515BI0100001147	3425	SqM
36	36	Same as in item no 35 above but for every coat of additional APEX or equivalent brand weather coat paint. (CSI No. 13.23)	BI01010001010000000000000515BI0100001148	3425	SqM
37	37	Straight over burnt bricks on edge floor laid dry, joints sand filled, including preparation of base to proper slope and its ramming including supply of all material labour & T&P etc. required for proper completion of the work. (CSI No. 12.09)	BI01010001010000000000000515BI0100001149	750	SqM
38	38	Laying cement concrete road slab consisting of 1 part cement 1.5part approved coarse sand and 3 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.13)	BI01010001010000000000000515BI0100001150	113	Cu.M
39	39	Filling of 20 mm. wide 100/150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.14)	BI01010001010000000000000515BI0100001151	300	RM

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Road Construction Tenders

Road Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Construction Of Security Wall Security Gate And Approach Road At 220 Kv Sub Station Karkhi Anandnagar Maharajganj, Anandnagar Maharajganj-Uttar Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Name of Work: Construction of Security Wall,Approach road, Retaining Wall, Security Gate, Culvert and Misc. Civil Works at 220 KV S/S Anandnagar, Maharajganj.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01)	BI01010001010000000000000515BI0100001113	1235	Cu.M
2	2	Add to Earth work item (SI No. 4.01 to 4.03) for every additional 30m lead or part thereof or for every additional 1.5M lift or part thereof. (CSI No. 4.04)	BI01010001010000000000000515BI0100001114	20	Cu.M
3	3	Local sand filling in plinth including supply of necessary quantity of local sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 4.05)	BI01010001010000000000000515BI0100001115	10	Cu.M
4	4	Clearing jungle including uprooting of rank vegetations, grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPCL area cleared. (CSI No. 4.08)	BI01010001010000000000000515BI0100001116	1000	SqM
5	5	Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 km outside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10)	BI01010001010000000000000515BI0100001117	10	Cu.M
6	6	Concrete with 4cm gauge I class brick ballast (class 150), coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 )	BI01010001010000000000000515BI0100001118	80	Cu.M
7	7	Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a)	BI01010001010000000000000515BI0100001119	65	Cu.M
8	8	Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 1:1.5:3. including supply of all materials, labour, side shuttering if required and T&P etc. required for proper completion of work (CSI No. 5.21)	BI01010001010000000000000515BI0100001120	3	Cu.M
9	9	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.23)	BI01010001010000000000000515BI0100001121	53	Cu.M
10	10	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in slab, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P . (CSI No. 5.24)	BI01010001010000000000000515BI0100001122	4	Cu.M
11	11	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27)	BI01010001010000000000000515BI0100001123	235	Cu.M
12	12	RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in RCC T beam-slab and column, excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire and including cost of all materials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI No. 5.29)	BI01010001010000000000000515BI0100001124	270	Cu.M
13	13	First class brick (class-150) work in 1:6 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01)	BI01010001010000000000000515BI0100001125	245	Cu.M
14	14	First class brick work in 1:6 cement and coarse sand(F.M. 1.8 to 2.5) mortar in super structure for walls of one brick thickness.(CSI 6.01+6.07+6.08)	BI01010001010000000000000515BI0100001126	200	Cu.M
15	15	First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03)	BI01010001010000000000000515BI0100001127	5	Cu.M
16	16	First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in superstructure including necessary cutting & moulding of bricks as required for one brick thick wall including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI 6.03+6.07+6.08)	BI01010001010000000000000515BI0100001128	5	Cu.M
17	17	First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in superstructure including necessary cutting & moulding of bricks as required for half brick (115mm) thickness wall including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI 6.03+6.07+6.09)	BI01010001010000000000000515BI0100001129	4	Cu.M
18	18	Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings but excluding their supply including all materials, labour & T&P etc. required for proper completion of work. (CSI No. 8.57+8.61)	BI01010001010000000000000515BI0100001130	2	SqM
19	19	Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01)	BI01010001010000000000000515BI0100001131	2.5	MT
20	20	TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor) (CSI No. 9.03)	BI01010001010000000000000515BI0100001132	38.5	MT
21	21	Providing and fixing steel glazed window and ventilators of standard rolled Mann or Mahavir steel sections conforming to IS 7452-1974 as per drawing joints metered & welded with 100x14x3.15 mm holdfast embedded in cement concrete block 15x10x10 cm. Size of 1:3:6 proportion i.e. 1 part of cement 3 part of approved coarse sand & 6 part of graded stone (aggregated 20mm. Nominal size) S/F of glass panes of plain pin headed 4mm. Thick nuts glazing clips and special putty of approved make complete and including a cost of red oxide paint. The fabrication should conform to I.S.1038-1975. (Aluminum beading with rubber packing included). (CSI No. 9.17)	BI01010001010000000000000515BI0100001133	5	SqM
22	22	P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary golts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37)	BI01010001010000000000000515BI0100001134	500	RM
23	23	12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07)	BI01010001010000000000000515BI0100001135	3485	SqM
24	24	12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.09)	BI01010001010000000000000515BI0100001136	200	SqM
25	25	Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (CSI No. 11.16)	BI01010001010000000000000515BI0100001137	1440	RM
26	26	6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & T&P etc. required for proper completion of the work.(CSI No. 11.17)	BI01010001010000000000000515BI0100001138	33	SqM
27	27	Add for extra labour and materials for plaster over rough face of one brick thick wall. (CSI No. 11.12)	BI01010001010000000000000515BI0100001139	500	SqM
28	28	S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cement mortar in plaster or concrete work in the proportion as recommended by the manufacturer.(CSI No. 11.15)	BI01010001010000000000000515BI0100001140	5	Kg
29	29	3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumption 0.044 bag/Sq.m.) (CSI No. 11.20)	BI01010001010000000000000515BI0100001141	15	SqM
30	30	2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge brick ballast in the proportion of 1:6:12 and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. (CSI No. 12.02)	BI01010001010000000000000515BI0100001142	13	SqM
31	31	4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04)	BI01010001010000000000000515BI0100001143	12	SqM
32	32	Painting or varnishing new iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mix paint \"Luxol\" or equivalent brand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01)	BI01010001010000000000000515BI0100001144	50	SqM
33	33	As in item 32 above but for every coat after first coat. (CSI No. 13.02)	BI01010001010000000000000515BI0100001145	50	SqM
34	34	Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20)	BI01010001010000000000000515BI0100001146	3425	SqM
35	35	Painting one coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including thorough washing with water including cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.22)	BI01010001010000000000000515BI0100001147	3425	SqM
36	36	Same as in item no 35 above but for every coat of additional APEX or equivalent brand weather coat paint. (CSI No. 13.23)	BI01010001010000000000000515BI0100001148	3425	SqM
37	37	Straight over burnt bricks on edge floor laid dry, joints sand filled, including preparation of base to proper slope and its ramming including supply of all material labour & T&P etc. required for proper completion of the work. (CSI No. 12.09)	BI01010001010000000000000515BI0100001149	750	SqM
38	38	Laying cement concrete road slab consisting of 1 part cement 1.5part approved coarse sand and 3 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.13)	BI01010001010000000000000515BI0100001150	113	Cu.M
39	39	Filling of 20 mm. wide 100/150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.14)	BI01010001010000000000000515BI0100001151	300	RM

Construction Of Security Wall Security Gate And Approach Road At 220 Kv Sub Station Karkhi Anandnagar Maharajganj, Anandnagar Maharajganj-Uttar Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us