Public Works Department-PWD has published Construction Of Barrack For 200 Person At 20Th Pac Battalion , District Azamgarh , Up. Submission Date for this Tender is 14-07-2020. Barrack Tenders in Azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: CONSTRUCTION OF BARRACK FOR 200 PERSON AT 20TH PAC BATTALION, DISTRICT–AZAMGARH, UP | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth Work in Excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m. Dressing of sides and bottom and backfilling in trenches with excavated suitable Material. Ch. No. 4, S.I. No. 2 ( Only for Main Building)As per pwd SOR Sl No.251(11.1) | 750 | Cum | |
| 2 | 2 | Excavation in foundation in ordinary soil (Loamclay or sand) including lift up to 1.5 m and lead up to 30 mtr.and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth and directed by E/I up to a distance of 30 mtr.from the foundation trenches including all T&P as per SOR Sl No251 | 990 | Cum | |
| 3 | 3 | Excavating, supplying and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 3670 | Cum | |
| 4 | 4 | Sand filling in foundation including supply of necessary quantity of sand including watering, ramming, dressing etc. rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. Under Floor, Ghagra/Ganga sand.(approved Quarry) (As per PWD. S.I. No 5A) | 150 | Cum | |
| 5 | 5 | Providing and laying Cement Concrete 1:4:8 (1 Cement: 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of form work in foundation and floors. (As per PWD. S.I. No 281) | 115 | Cum | |
| 6 | 6 | PCC 1:2:4 plain cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone laid in panels finished with 3 mm flooring coat of neat cement of cement and marble dust in 5:1 as specified including labour and T&P etc. required for proper completionn of the work. (As per PWD. S.I.Noi 279 b) | 4 | Cum | |
| 7 | 7 | By Mix in Place Method (for GSB Grading-1 material)\nConstruction of granular sub-base (Grade-1 G.S.B.) by providing well graded material, spreading in uniform layers @1.28 times the specified compacted thicknes with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 170 | Cum | |
| 8 | 8 | Interlocking Tiles- Rubber Moulded reflective Zig-Zag 80mm providing and Laying of of Interlocking concrete Block Pavement having thickness 80 mm as per drawing and techanical Specification Clause1504. | 1200 | Sqm | |
| 9 | 9 | Providing and laying Cement Concrete Mix m-20 Grade 1:1.5:3 with ready Mixed concrete from batching plant complete work as direction of E/I | 60 | Cum | |
| 10 | 10 | R.C.C. work with cement approved coarse sand and 20mm Gauge approved stone ballast in the proportion of 1:1.5:3 (1 Cement: 1.5 Coarse sand : 3 stone ballast) in Foundation & raft, excluding Supply of reinforcement and its bending but including its fixing and binding the same necessary with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work strength of the comcrete shall not be less than M-20. \nAs in Item Above but for pile Foundation, pile cap using 1:1.5:3 mix concrete (As per PWD. S.I. No 284b) | 460 | Cum | |
| 11 | 11 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (Ground Floor) (As per PWD. S.I. No 289) | 130 | Cum | |
| 12 | 12 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (First Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 13 | 13 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (2nd Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 14 | 14 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (3rd Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 15 | 15 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (4th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 16 | 16 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (5th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 17 | 17 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (6th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 18 | 18 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (7th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 19 | 19 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (8th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 20 | 20 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (9th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 21 | 21 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (10th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 22 | 22 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (11th Floor) (As per PWD. S.I. No 289) | 23 | Cum | |
| 23 | 23 | As in Item Above but for R.C.C. Column using 1:1.5:3 mix concrete (12th Floor) (As per PWD. S.I. No 289) | 7.9 | Cum | |
| 24 | 24 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (Ground Floor) (As per PWD. S.I. No 286b) | 7.3 | Cum | |
| 25 | 25 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (1st Floor) (As per PWD. S.I. No 286b) | 25 | Cum | |
| 26 | 26 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (2nd Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 27 | 27 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (3rd Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 28 | 28 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (4th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 29 | 29 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (5th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 30 | 30 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (6th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 31 | 31 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (7th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 32 | 32 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (8th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 33 | 33 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (9th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 34 | 34 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (10th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 35 | 35 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (11th Floor) (As per PWD. S.I. No 286b) | 24 | Cum | |
| 36 | 36 | As in Item Above but for Beam/ T Beam using 1:1.5:3 mix concrete (12th Floor) (As per PWD. S.I. No 286b) | 4 | Cum | |
| 37 | 37 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (Ground Floor) (As per PWD. S.I. No 285b) | 2 | Cum | |
| 38 | 38 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (1st Floor) (As per PWD. S.I. No 286b) | 2 | Cum | |
| 39 | 39 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (2nd Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 40 | 40 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (3rd Floor) (As per PWD. S.I. No 286b) | 2.8 | Cum | |
| 41 | 41 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (4th Floor) (As per PWD. S.I. No285b) | 2.8 | Cum | |
| 42 | 42 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (5th Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 43 | 43 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (6th Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 44 | 44 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (7th Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 45 | 45 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (8th Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 46 | 46 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (9th Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 47 | 47 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (10th Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 48 | 48 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (11th Floor) (As per PWD. S.I. No 285b) | 2.8 | Cum | |
| 49 | 49 | As in Item Above but for Lintel Band using 1:1.5:3 mix concrete (12th Floor) (As per PWD. S.I. No 285b) | 1.1 | Cum | |
| 50 | 50 | As in Item Above but for using 1:1.5:3 mix concrete Stairs (As per PWD. S.I. No 285b) | 60 | Cum | |
| 51 | 51 | As in Item Above but for using 1:1.5:3 mix concrete Chhajja and shades (As per PWD. S.I. No 285b) | 13 | Cum | |
| 52 | 52 | As in Item Above but for Slab using 1:1.5:3 mix concrete (Ground Floor) (As per PWD. S.I. No 284b) | 65 | Cum | |
| 53 | 53 | As in Item Above but for Slab using 1:1.5:3 mix concrete (1st Floor) (As per PWD. S.I. No 284b) | 45 | Cum | |
| 54 | 54 | As in Item Above but for Slab using 1:1.5:3 mix concrete (2nd Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 55 | 55 | As in Item Above but for Slab using 1:1.5:3 mix concrete (3rd Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 56 | 56 | As in Item Above but for Slab using 1:1.5:3 mix concrete (4th Floor) (As per PWD. S.I. No284b) | 49 | Cum | |
| 57 | 57 | As in Item Above but for Slab using 1:1.5:3 mix concrete (5th Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 58 | 58 | As in Item Above but for Slab using 1:1.5:3 mix concrete (6th Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 59 | 59 | As in Item Above but forSlab using 1:1.5:3 mix concrete (7th Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 60 | 60 | As in Item Above but for Slab using 1:1.5:3 mix concrete (8th Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 61 | 61 | As in Item Above but for Slab using 1:1.5:3 mix concrete (9th Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 62 | 62 | As in Item Above but for Slab using 1:1.5:3 mix concrete (10th Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 63 | 63 | As in Item Above but for Slab using 1:1.5:3 mix concrete (11th Floor) (As per PWD. S.I. No 284b) | 49 | Cum | |
| 64 | 64 | As in Item Above but for Slab using 1:1.5:3 mix concrete (12th Floor) (As per PWD. S.I. No 284b) | 25 | Cum | |
| 65 | 65 | Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. As per MORTH Sr.No. 12.40 and Specification No. 1600 | 2500 | Qtl. | |
| 66 | 66 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in overall rates) brought to required shape as necessaary including for proper completion ot the work and including supply of steel its wastage bend hooks and authourised overlaping shall be measured up to floor two level.( 10 mm to 12mm) As per pwd SOR Sl No 502 | 110 | Qtl. | |
| 67 | 67 | Class-150 brick work in 1:6 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 303) Ground Floor | 150 | Cum | |
| 68 | 68 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) Ground Floor | 65 | Cum | |
| 69 | 69 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 1st Floor | 60 | Cum | |
| 70 | 70 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 2nd Floor | 60 | Cum | |
| 71 | 71 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 3rdFloor | 60 | Cum | |
| 72 | 72 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 4th Floor | 60 | Cum | |
| 73 | 73 | Class-150 brick work in 1.5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 5th Floor | 60 | Cum | |
| 74 | 74 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 6th Floor | 60 | Cum | |
| 75 | 75 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 7th Floor | 60 | Cum | |
| 76 | 76 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 8th Floor | 60 | Cum | |
| 77 | 77 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 9th Floor | 60 | Cum | |
| 78 | 78 | Class-150 brick work in 1.5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 10th Floor | 60 | Cum | |
| 79 | 79 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 11th Floor | 60 | Cum | |
| 80 | 80 | Class-150 brick work in 1:5 cement and coarse sand of 1.25 FM mortar in foundatoin Plinth including supply of all materials labour tools and plants, etc. Required for proper completion of the work. (As per PWD. S.I. No 304) 12th Floor | 35 | Cum | |
| 81 | 81 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work.Ground Floor. AS per pwd SOR Sl No 305 B | 225 | Cum | |
| 82 | 82 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 1st Floor AS per pwd SOR Sl No 305 B. | 10 | Cum | |
| 83 | 83 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 2nd Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 84 | 84 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 3rd Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 85 | 85 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 4th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 86 | 86 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 5th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 87 | 87 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 6th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 88 | 88 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 7th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 89 | 89 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 8th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 90 | 90 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 9th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 91 | 91 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 11th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 92 | 92 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundatoin including supply of all materials labour tools and plants, etc. Required for proper completion of the work. 12th Floor AS per pwd SOR Sl No 305 B. | 22 | Cum | |
| 93 | 93 | Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.\n(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Aldrine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm \n(4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per PWD. Ch. 8 & S.I. No 1) | 315 | Sqm | |
| 94 | 94 | 12 mm thick plaster with cement mortar in proportion of 1:4cement & sand fo 1.25FM. (As per PWD. S.I. No 584) | 13900 | Sqm | |
| 95 | 95 | 12 mm thick plaster with cement mortar in proportion of 1:3 cement & Coarse sand . (As per PWD. S.I. No 582) | 2050 | Sqm | |
| 96 | 96 | Providing and applying white cement based putty of average thickness 1 mm of approved and manufacture, over the plastered wall surface to prepare the surface even and smooth complete. AS per DSR 13.80 | 30200 | Sqm | |
| 97 | 97 | 50 mm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone laid in panels finished with 3 mm flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 75 mm thick base concrete consisting of cement, local sand and brick balast 40 mm gauge in the proportion of 1:4:8 and removing any over lapping morter at joint of pannels 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. as per sand fo 1.25FM. (As per PWD. S.I. No 604a) | 230 | Sqm | |
| 98 | 98 | Same as above item but 25 mm thickness instead of 50 mm Without base concrete (Flooring) (As per PWD. S.I. No 604b) | 1700 | Sqm | |
| 99 | 99 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors (22 mm wide and 5.50mm thick) (As per SOR) | 5950 | Rm | |
| 100 | 100 | 20 mm thick White kota stone flooring over 20mm thick base of cement mortar 1:4 (1cement :4 coarse sand ) laid over jointed with gray cement slurry mixed with pigment to match the shade of slab including rubbing and ploshing complete.(Flooring) (As per PWD. Ch. 14 & S.I. No 14.43b) | 1360 | Sqm | |
| 101 | 101 | Providing and laying rectiled glazed tiles ceremic Floor Tiles 300 x 450 or more size (thickness to specified approved make in colors) of first quality confirming to Sl. 15622 of approved make in colors & shade laid on 20 mm thick cement morter 1:4 (1 cement 4 coarse sand ) including grout the joints with white cement & matching pigments as per direction of EIC. As per DSR 11.39 | 4050 | Sqm | |
| 102 | 102 | Mild steel or iron work of small size and sections such as holding down bolts, hold fast tie rods grading etc. (when not including in and overall rates) wrought to required shape as necessary for bending etc. including supply of steel an its. Wastage including cost of bolts nuts if required welding grinding and making holes as required for completion of work and febrication of Z- Section fixed steel Windows including necessary steel fitting such as handling stay etc. (As per PWD. S.I. No 502) | 34700 | Kg | |
| 103 | 103 | S/F 32 mm thick Flush Doors commercial quality confirming to IS 2202 Part I(1983) including fixing of wooden cleats and stopers and including fixing and adjustment of hinges,bolts,locks hands spring, fitting with necessary screws to be supplied departmently. (Single Leaf) (As per PWD. S.I. No 470c) | 540 | Sqm | |
| 104 | 104 | Providing and fixing Glass panes with putty and glazing clip in steel doos and windows clerestory windows all complete for 5.5 mm thick As per DSR 10.30.2 | 720 | Sqm | |
| 105 | 105 | Supply and fixing mosquito proof Jali with sheesham wood batten around the jali, including the cost of jali, batan Nalls, screw etc. required for poper completion of the work (as per PWD S.l.No.456) . or Supply and fixing mosquito proof Jali having 5 mesh each cm. made of 24B WG wire heavy quality and including cost of 25x5 mm flat iron around the jali , welding etc. complete (As per PWD. S.I. No 456) | 410 | Sqm | |
| 106 | 106 | Providing and fixing 40 mm thick shall/ sheesham fully mosquoto proof jali shutter, including supply of wooden cleats & Stoppers and including fixing & adjustment of hinges, bolts, lock, handles, spring & other fitting with necessary screw but excluding supply and also including S/ o all materials, labour T&P etc. complete | 180 | Sqm | |
| 107 | 107 | Painting with Synthetic enamel paint of approved brand and manfacture of required color to give and even shade . With Two coats on new work and under coat of suitable shade with ordinary paint of approved brand and manufacture. As per DSR 13.62.1 | 10300 | Sqm | |
| 108 | 108 | Finishing walls of new work with Premium Acrylic smooth exterior paint with Acrylic exterior paint @ 1.67 lit/ 10 sqm over and including priming coat of exterior primer applied @2.20 kg / 10 sqm of required shade As per DSR 13.46.1 | 4800 | Sqm | |
| 109 | 109 | Painting or vanishing on iron on iron works in small areas or new wood with one coat of ready mixed priming paint and one coat of approved superior ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work.Paint to used should confirm to the ISI No.1031950. (As per PWD. S.I. No 641+642) | 2800 | Sqm | |
| 110 | 110 | Providing and laying "Brick Coba" 120 mm laid with M-150 class brick bat 7.50 to 11.5 cm thick with gap of 15 mm to each other , over 20 mm thick base of cement morter 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba and top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand morter finished smooth and top of mashed false squire 30 cm x 30 cm and side wall parapet shall be monolythic corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight and including supply of all material, Labour, T&P etc complete for proper completion of work. (As per PWD. Ch. 11 & S.I. No 9) | 220 | Sqm | |
| 111 | 111 | Mild steel or iron work in heavy size such as trusses build up Gates record racks, roof work Gates etc. wrought to required shape as necessary including drilling holes riveting or welding where necessary and their fixing required for proper completion of the work. As per SOR Sl No.503. | 6 | Qtl. | |
| 112 | 112 | Making grooves 10 mm to 12 X 12mm and up to 25 X 15 mm deep in plaster of the walls or in celing vertically or horizontaly as required (LKO 2008 ) | 5800 | Rm | |
| 113 | 113 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.As per DSR Code-0417 | 650 | Nos. | |
| 114 | 114 | S/F Brass screw 50 mm long DSR Code0449 | 150 | Pkt | |
| 115 | 115 | S/F Brass screw 25 mm long DSR Code0450 | 150 | Pkt | |
| 116 | 116 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .as per MR | 650 | Nos. | |
| 117 | 117 | Providing and fixing Brass towerbolts (barrel type) with necessary screws etc. complete\n(a) 250 mm x 10mm As per DSR Code-0400 | 650 | Nos. | |
| 118 | 118 | (b) 200 x 10mm As per DSR Code-0401 | 650 | Nos. | |
| 119 | 119 | Providing and fixing Brass handles with screws etc. complete (a) 125 mm As per DSR Code-0408 | 650 | Nos. | |
| 120 | 120 | Drilling of 200 mm dia bore hole. | 50 | metre | |
| 121 | 121 | Supply of 125 mm dia MS pipe as per IS1239 | 40 | metre | |
| 122 | 122 | Supply of 125 mm dia slotted MS pipe | 10 | metre | |
| 123 | 123 | Supply and fixing of nylon jali around the slotted pipes complete as required. | 1 | Job | |
| 124 | 124 | Providing and packing of coarse sand / pea gravel around the | 1 | job | |
| 125 | 125 | Pipe Transport of boring tools other required equipements and installation at site. | 1 | Job | |
| 126 | 126 | Supply of submersible pump of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete. | 1 | Set | |
| 127 | 127 | Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump). | 40 | metre | |
| 128 | 128 | Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) | 40 | metre | |
| 129 | 129 | Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. | 1 | No | |
| 130 | 130 | Lowering of 125 mm dia MS pipe in bore hole including cutting, jointing etc complete. | 50 | metre | |
| 131 | 131 | Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. | 1 | Job | |
| 132 | 132 | Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work | 1 | Job | |
| 133 | 133 | Testing and development of tube well. | 1 | Job | |
| 134 | 134 | Providing MS Foot Res including fixing in Marble with 20x20x10 cm cement concrete block1:3;6 stone aggregates 20 mm nominal size. With 20x20 mm squre bar. | 100 | Each | |
| 135 | 135 | Supply and fixing C.I. Cover without frame for manhole.500 mm diameter c.i. cover the weight of cover to be not less than 58 kg. | 3 | Each | |
| 136 | 136 | Boaring Drilling borewell of required dia 400 mm by casing strainer pipe by suitable method prescribed in 2800 part I. | 80 | Mtr. | |
| 137 | 137 | Pipe Lowering 200 mm dia | 55 | Mtr. | |
| 138 | 138 | Unplasticized PVC medium well screen 200 mm nominal Size dia | 31 | Mtr. | |
| 139 | 139 | Supply and filling , Spreading & Leveling Coarse Sand | 5.5 | Cum | |
| 140 | 140 | Gravel packing in tubewell | 7.6 | Cum | |
| 141 | 141 | Development of Tubewell | 30 | Hrs. | |
| 142 | 142 | P/F Of M.S.Wall cap | 3 | Nos | |
| 143 | 143 | P/F Of M.S. Bottom Plug | 3 | Nos | |
| 144 | 144 | P/L P.V.C.Pipe 150 mm Dia | 150 | Rm | |
| 145 | 145 | Construction of Main hole / Gully Chamber | 15 | Nos. | |
| 146 | 146 | Road Gully Chamber | 3 | Nos. | |
| 147 | 147 | Providing and fixing water closeset squatting pan( Indian Type W.C. pan) with 100 mm sand cast iron p or s trap, 10 lit low level white PVC, ,flushing cistern, including flush pipe, manually controlled device(handle lever ) confirming to IS: 7231, with all fittings and fixtures complet, including cutting and making good the walls and floor required : size 580x440 mm As per DSR 17.1.1 | 42 | Each | |
| 148 | 148 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid 10 lit low level shite vitreous china flushing cistern (Paryware/ CERA / Johnson make) & cp flush bend with fittings & C.I.Brackets, 40 mm flush bend , overflow arrangement with specials of standard making good the walls and floors whereever required W.C. pan with ISI marked white solid plastic seat and lid. As per cpwd 17.3.1 | 46 | Each | |
| 149 | 149 | Providing and fixing Wash basin with C.I. brackets 15 mm C.P. brass pillar tape 32 mm C.P . brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the wherever require: Size 630 x 450 mm. As per DSR 17.7.1 | 50 | Each | |
| 150 | 150 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal vasin of 580 x380 x350 mm size respectively with automatic flushing cistern with standard flush pipe and C.P. Brass spreaders with brass unions and GI clamps complete, including painting of fitting and bracket, cutting and making good the walls and floors wherever required .As per DSR 17.5.1 | 55 | Each | |
| 151 | 151 | Providing and fixing Stainless steel A ISI 304 (18/8) kitchen sink as per IS 13983 with CI brakets and stainless steel plug 40 mm, including painting of fitting s and brackets , cutting and making good the walls wherever required.Size 510 x 1040 x250 mm. As per DSR 17.10.1.1 | 3 | Each | |
| 152 | 152 | Providing and fixing Looking mirror with polish of 600x450 mm size with bevelled edge complete including MM thick hard board sheet with clips for mirror 600x450x5mm fixed with C.P. brass screws and washers complete. As per DSR 17.31 | 44 | Each | |
| 153 | 153 | Providing and fixing of glass shelf 600x120 x5 mm size with C.P. Guard standard size and bracket including supply of all material labour T&P required for proper completion of the work.As per DSR 17.33 | 44 | Each | |
| 154 | 154 | Providing and fixing soil, waste and vent pipes: 100 mm dia Sand cast iron S&S pipe neco Make including of all materials, labour and T&P etc. required for proper completion of the work. As per DSR 17.35.1.1 | 550 | Rmt | |
| 155 | 155 | Providing and fixing soil, waste and vent pipes: 75 mm dia Sand cast iron S&S pipe neco Make including of all materials, labour and T&P etc. required for proper completion of the work.As per DSR 17.35.2.1 | 500 | Rmt | |
| 156 | 156 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc (100mm dia).As per DSR 12.38.1 | 500 | Each | |
| 157 | 157 | Providing and fixing HCI heel rest sanitary bend 100 mm dia Sand cast iron S&S as per IS - 1729. As per DSR 17.40.1.2 | 88 | Each | |
| 158 | 158 | Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS -1729. As per DSR 17.39.1.1 | 88 | Each | |
| 159 | 159 | Providing and fixing bend of required Degree croos with access door nuts and washer complete100 mm dia Sand cast iron S&S as per IS -1729 .As per DSR 17.38.1.1 | 48 | Each | |
| 160 | 160 | Providing and fixing bend of required Degree croos with access door nuts and washer complete75x75x75 mm dia Sand cast iron S&S as per IS -1729. As per DSR 17.38.2.1 | 48 | Each | |
| 161 | 161 | Providing and fixing terminal guard. 100 mm. Sand cast iron S&S as per IS - 1729. As per DSR 17.56.1.1 | 4 | Each | |
| 162 | 162 | Providing and fixing terminal guard. 75 mm. Sand cast iron S&S as per IS - 1729. As per DSR 17.56.2.1 | 4 | Each | |
| 163 | 163 | Providing and fixing collar 100 mm. Sand cast iron S&S as per IS - 1729. As per DSR 17.57.1.1 | 128 | Each | |
| 164 | 164 | Providing and fixing collar 75 mm. Sand cast iron S&S as per IS - 1729. As per DSR 17.57.2.1 | 128 | Each | |
| 165 | 165 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter. 100 mm.As per DSR 17.58.1 | 558 | Each | |
| 166 | 166 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter. 75 mm.As per DSR 17.58.2 | 350 | Each | |
| 167 | 167 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS: 3989 .As per DSR 17.60.2.1 | 91 | Each | |
| 168 | 168 | Providing and fixing C.P. Soap dish size 138 x102 x 75 mm with concealed fitting including supply of all material , labour T&P etc. complete.As per DSR 18.65 | 44 | Each | |
| 169 | 169 | Providing and fixing CPVC pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings I/c fixing the pipe with clamps at 1 m spacing. This included jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testting of joints complete as per director of engineer in charge concealed work including cutting chases and making good the wall etc\n15 mmdia nominal bore. As per DSR 18.8.1. | 650 | Rmt | |
| 170 | 170 | 20 mmdia nominal bore. As per DSR 18.8.2 | 450 | Rmt | |
| 171 | 171 | 25 mmdia nominal bore. As per DSR 18.8.3 | 300 | Rmt | |
| 172 | 172 | 32mmdia nominal bore. As per DSR 18.8.4 | 250 | Rmt | |
| 173 | 173 | 40mmdia nominal bore. As per DSR 18.9.5 | 200 | Rmt | |
| 174 | 174 | 50mmdianominal bore. As per DSR 18.9.6 | 150 | Rmt | |
| 175 | 175 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :\n25mm dia nominal bore. As per DSR 18.17.1 | 5 | Each | |
| 176 | 176 | 32mm dia nominal bore. As per DSR 18.17.2 | 5 | Each | |
| 177 | 177 | 40mm dia nominal bore. As per DSR 18.17.3 | 5 | Each | |
| 178 | 178 | 50mmdianominal bore. As per DSR 18.17.4 | 5 | Each | |
| 179 | 179 | Supply and Fixing C.P. brass long nose bib cock approved quality confirming to IS standard and weighing not less than 810.gm. As per DSR 18.50.1 | 84 | Each | |
| 180 | 180 | Providing and fixing C.P. brass body bib cock of conforming to IS standards 15 mm nominal bore.As per DSR 18.49.1 | 47 | Each | |
| 181 | 181 | Providing and fixing C.P Angle valve 15mm dia for geyser points of approved quality 15 mm nominal bore.As per DSR 18.53.1 | 44 | Each | |
| 182 | 182 | Providing and fixing CP Jalli heavy quality. Circular type - 100 mm nominal dia. As per pwd SOR | 91 | Each | |
| 183 | 183 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes. 110 mm diameter.As per DSR 18.41.2 | 328.8 | Rmt | |
| 184 | 184 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc, not exceeding 80 mm dia.As per DSR 2.10.1.2 | 190 | Rmt | |
| 185 | 185 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design\n150 mm diameter As per DSR 19.2.2 | 150 | Rmt | |
| 186 | 186 | 250 mm diameter As per DSR 19.2.4 | 40 | Rmt | |
| 187 | 187 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. As per DSR 19.4.1.1 | 10 | Each | |
| 188 | 188 | Providing and laying non-pressure NP2 class (light duey) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : \n150 mm diameter As per DSR 19.6.2 | 150 | Rmt | |
| 189 | 189 | 250 mm diameter As per DSR 19.6.3 | 40 | Rmt | |
| 190 | 190 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zoneIII) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duey) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.As per DSR 19.7.1.1 | 13 | Each | |
| 191 | 191 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duey) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.As per DSR 19.7.2.1 | 3 | Each | |
| 192 | 192 | Extra for depth for manholes : 19.8.1 Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.As per DSR 19.8.1.1 | 6 | Rmt | |
| 193 | 193 | Size 120x90 cm 19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.As per DSR 19.8.2.1 | 1.8 | Rmt | |
| 194 | 194 | Electrification work of Proposed 200 person Hostel Block in 20th vahini PAC Campus Balrampur District- Azamgarh.\nWiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete. and 1.5 sq. mm.PVC insulated core copper conductor cable as earthwire drawn inside the conduit.,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash. P.S.NO 131C\n | 481 | Nos | |
| 195 | 195 | Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete. and 1.5 sq. mm.PVC insulated core copper conductor cable as earthwire drawn inside the conduit.,,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. PS NO. 133C | 259 | Nos | |
| 196 | 196 | Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete. and 1.5 sq. mm.PVC insulated core copper conductor cable as earthwire drawn inside the conduit., and piano type switch and socket etc., complete in all respect including matching colour wash. PS. No 134C | 305 | Nos | |
| 197 | 197 | Wiring point for two ways light with 1.5 sq. mm. F.R. PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete and 1.5 sq. mm.PVC insulated core copper conductor cable as earthwire drawn inside the conduit , GP Box and two number two way piano type switches & ceiling rose / angle / batten holder on 3 mm thick phanolic laminated backelite sheet etc., complete in all respect, as directed, including matching colour wash. PS No. 139C | 36 | Nos | |
| 198 | 198 | Wiring point for call bell with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete. and 1.5 sq. mm.PVC insulated core copper conductor cable as earthwire drawn inside the conduit., GP Box and piano type bell push or 2 pin socket etc, complete in all respect including matching colour wash. PS No. 142C | 40 | NOS | |
| 199 | 199 | Wiring point for exhaust fan with 2.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete and 1.5 sq. mm.PVC insulated core copper conductor cable as earthwire drawn inside the conduit,GP Box , 15A piano type switch & ceiling rose on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect including matching colour wash. PS No. 137C | 9 | Nos | |
| 200 | 200 | Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA PS No. 1413 | 501 | Nos | |
| 201 | 201 | Supply and fixing of LED Tube Light with batten suitable for up to 2 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA PS No. 1414 | 5 | Nos | |
| 202 | 202 | Add for fixing of tube fitting as pendent with two number 19mm dia. 16 gauge rigid steel conduit double check nuts : spring loaded flanges or M.S. hook fabricated from 25mm x 3mm flat iron duly grouted in the ceiling upto 3.5 height of ceiling, including painting with synthetic enamel paint. Alongwith supply of all materials, labour, T&P etc. required for proper completion of work. PS No. 1143 | 350 | Nos | |
| 203 | 203 | Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. PS No. 1139 | 325 | Nos | |
| 204 | 204 | Supply & fixing of electronic fan regulator 120-280 Volt. ISI marked, on the existing switch board including making connection, required material , labour T&P etc. for proper complation of work to the satisfaction of Engineer incharge of work. PS No. 1203C | 211 | Nos | |
| 205 | 205 | Erection and Testing of Ceiling Fan and regulator for room height upto 3.5 meters including supply of 3mm thick G.I. Pipe 19mm dia. Duly painted complete in all respect. PS No. 1116 | 211 | Nos. | |
| 206 | 206 | Making hole in the wall for exhaust fan and finishing properly complete in all respect PS No. 1121 | 57 | Nos. | |
| 207 | 207 | Supply and fixing of 16 gauge M.S. drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. PS No. 1122 | 57 | Nos. | |
| 208 | 208 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. PS No. 501(S)\n10 sq. mm 2 core | 250 | Mtr. | |
| 209 | 209 | 25 sq. mm 3-1/2 core | 700 | Mtr. | |
| 210 | 210 | 300 sq. mm 3-1/2 core | 300 | Mtr. | |
| 211 | 211 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. (1) 10 sq.mm 2 Core | 10 | Nos. | |
| 212 | 212 | (1) Same as item no 16 but for 25 sq.mm 3.5 Core | 24 | Nos. | |
| 213 | 213 | (2) Same as item no 16 but for 300 sq.mm 3.5 Core | 4 | Nos. | |
| 214 | 214 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. \n(3) 10 Sq. mm PS No. 504 © | 34 | Nos | |
| 215 | 215 | (4) 25sq.mm. PS No. 504 (e) | 72 | Nos. | |
| 216 | 216 | (5) 150sq.mm. PS No. 504 (k) | 4 | Nos. | |
| 217 | 217 | (6) 300Sq.mm PS No. 504 (n) | 12 | Nos. | |
| 218 | 218 | S/F of buzzer on polished MDFEG/ Teak ply board including making connection etc.complete in all respect. PS No. 1103 | 40 | Nos | |
| 219 | 219 | S/F surface/Flush mounting 4ways V TPN distribution board without additional Door without DPX3 160 MCCB complete in all respect, as directed at site by Engineer in charge. PS No. 1030 | 24 | Nos. | |
| 220 | 220 | S & F surface/Flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer incharge. PS No. 1024 (A) | 48 | Nos. | |
| 221 | 221 | S/F of 100 Amp 3 pole MCCB (25KA) Thermal Magnetic release PS No. 1021(K) | 24 | Nos. | |
| 222 | 222 | S/F of 6-32A SPMCB(10KA) C Curve PS No. 1002 | 576 | Nos. | |
| 223 | 223 | S/F of 40 DPMCB(10KA) PS No. 1010 | 48 | Nos. | |
| 224 | 224 | Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit with one No. 1.5 sq.mm. PVC insulated Copper conductor cable as earth contuinity wire drawn in conduit etc., complete in all respects including matching colour wash etc. complete in all respect. PS No. 1304 C | 800 | Mtr. | |
| 225 | 225 | Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit with one No. 2.5 sq.mm. PVC insulated Copper conductor cable as earth contuinity wire drawn in conduit. including matching colour wash etc., complete in all respect. PS No. 216C | 1150 | Mtr. | |
| 226 | 226 | Supply and wiring of submain with two number 6 sq. mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit with one No. 4.0 sq.mm. PVC insulated Copper conductor cable as earth contuinity wire drawn in conduit etc. complete in all respect. PS No. 217C | 623 | Mtr. | |
| 227 | 227 | Supply and wiring of submain with two number 10 sq. mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit with one No. 6.0 sq.mm. PVC insulated Copper conductor cable as earth contuinity wire drawn in conduit etc. complete in all respect. PS No. 217C | 650 | Mtr. | |
| 228 | 228 | Supply and burring of Safe Earthing Electrode T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra)Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. PS No. 725B | 4 | NOS | |
| 229 | 229 | Supply and laying of 25 mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect. PS No. 716 | 100 | Mtr. | |
| 230 | 230 | Supply and burying earth electrode for lighting conductor of 900mm x 900mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe for watering funnel, 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect. PS No. 707 | 10 | NOS | |
| 231 | 231 | Supply and fixing of vertical down conductor of 32mm x 6mm G.I. strip etc. on approved clamps on surface for lightning conductor complete in all respects (for five and above storeyed building). PS No. 713 C | 238 | Mtr. | |
| 232 | 232 | Supply and fixing hexagonal/RoundG.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm& brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. PS No. 1149 | 211 | Nos | |
| 233 | 233 | S/F of LED Street light fitting with mandatory driver set having die cast aluminium body and lenses suitable for 60 wattto 72 watt confirming to IP 65/66 protection having company logo engraved complete in all respect including labour cat-AAA 6600-7920 system lumens high power LED with lenses,>110im/w, pf>0.95,potten driver set ,phase to phase protection at 440v & 300v auto and restart feature with 5 year warrantee. | 11 | Nos | |
| 234 | 234 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. PS No. 646 | 10 | Nos | |
| 235 | 235 | Supply and erection of 315 Amp. TPN Rising Mains complete with top end cover plate etc. On angle iron wall brackets complete in all respect. PS No. 908 | 80 | Per Mtr. | |
| 236 | 236 | Supply and erection of incoming adopter box for mounting 315 Amp. TPN CFS unit including connectors of required capacity on to the rising Mains complete in all respect. PS No. 916 | 24 | Nos. | |
| 237 | 237 | Supply & Erection of factory fabricated & wired metal clad dust and vermin proof floor mounting M.S. Channel base with bottom and top cable entries Electrical control panel with TPN ACB (65 KA, 4 pole Elect draw out, Micro processer Release IPR2) and TPN MCCB's (Four Pole 36 KA with thermal magnetic release) Switches and instrument chamber act. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, instrument fuses, current transformer etc. The Board shall have suitable capacity electrolytic aluminium bus bars as per IS8623 insulated with heat shrink sleeking and mounted on non hygroscopic supports such as CMC/DMC support with detachable side covers and shall be suitable for extension on the sides,. The switches entry boxes shall be complete with suitable cable end boxes reverse. The Job includes the grounding of the board as per direction of Engineer in charge. All out goings of 100 Amp and above will be provided with AMP Metre, current transformer and selector switches etc and instruments fuse. the switch board shall be fabricated with \nCRCA sheet with a minimum thickness of 1.6 mm/2mm. Cubicle\n type switch board shall be of cat A&B Only. PS No. 823F/AR\nIncoming 1000 Amp ACB 1 No, Outgoing-100 Amp MCCB 36 KA 4 pole -12 No,63 Amp MCCB 36 KA 4 Pole-2 No\n | 1 | Nos. | |
| 238 | 238 | Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. PS No. 1131 A | 23 | Nos. | |
| 239 | 239 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. PS No. 1132 | 23 | Nos. | |
| 240 | 240 | S/F of 320Amp. Four pole Modular case type on load change over switch with enclosure including the cost of labour, T&P,and material required for proper completion of the work as per direction and satisfaction of Engineer in charge. PS No. 380A | 1 | No. | |
| 241 | 241 | Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. PS No. 1136 | 1 | No. | |
| 242 | 242 | SITC of Fire Alarm system at proposed 200 Person Hostel Block in 20th vahini PAC Campus Balrampur District Azamgarh.\nSupplying, Installation, Testing and commissioning of Addressable Smoke cum Heat Detector with Standard Universal base LED, etc. Suitable for continuous monitoring including connection etc. As required (as per specification UL/FM/LPCB/EN listed System Sensor/Ravel/Apollo. | 135 | Nos. | |
| 243 | 243 | Supplying, Installation, Testing and Commissioning of two way Talk Back Telephone Hand set as required (as per specification) Make Ravel/Safeway/Suraksha/ Orpat | 26 | Nos. | |
| 244 | 244 | Supplying, Installation, Testing and commissioning of Response Indicator suitable for continuous monitoring including connections etc. As reequired. Make Ravel/Suraksha /Safeway. | 50 | Nos. | |
| 245 | 245 | Supplying, Installation, Testing and Commissioning of Addressable Manual Call Box suitable for continuous monitoring including connections etc. as required (as per specification) Make: Ravel/Safeway/Suraksha | 26 | Nos. | |
| 246 | 246 | Supplying, Installation, Testing and Commissioning of P. A. Speaker cum Hooter with range of 25-30 meters with 5 Watt Output including connection etc. as required (as per specification) Make Ravel/Safeway/Suraksha | 26 | Nos. | |
| 247 | 247 | Supplying, Installation, Testing and Commissioning of Floor/Wall mounted Addressable Microprocessor Controlled Main control Panel with P.A and talk back system suitable for operation on 230 Volt Single Phase 50 Hz AC Supply 12 VDC supply with suitable capacity charger maintenance free batteries and battery charger for Public Address System complete with indicators etc. Make Ravel/Safeway/Suraksha.8 Zone | 1 | No. | |
| 248 | 248 | Supplying, Installation, Testing and Commissioning of Floor/Wall mounted Addressable Microprocessor Controlled Local control Panel for 8 Zone on 230 Volt Single Phase 50 Hz AC Supply 12 VDC supply with suitable capacity charger batteries and battery charger make Ravel/Safeway/Suraksha. | 12 | No. | |
| 249 | 249 | Supplying and laying 2 X 1.5 Sqmm conductor cable wire FRLS PVC insulated . Make: Havels/R R Kables/Anchor or equivelent. | 2500 | RM | |
| 250 | 250 | Supplying and laying 3 X 1.5 Sqmm copper conductor cable wire FRLS PVC insulatted. Make: Havels/R R Kables/Anchor or equivelent. | 350 | RM | |
| 251 | 251 | Supplying and laying6 X 1.5 Sqmm copper conductor wire PVC insulatted. Make: Havels/R R Kables/Anchor or equivelent. | 300 | RM | |
| 252 | 252 | Supply, erection and testing of ISI marked M.S. Pipes (Class C and special etc. as per IS:1239 for above/under ground laying for hydrant system including transportation of materials up to the worksite, cutting the pipes to required length, edge preparatkion, welding, fixing/laying of pipes including special i.e. bends tees, reducers flanges etc in proper position including all supports as per layout, by welding aligning the pipes line, wrapping & Coating with Pyp coat etc providing taping for pressure gauge and for other instruments etc. Hydrostatic testing of systems as specified, flushing & cleaaning by water etc complete as per drawing & directgion of the engineer-in-charge. \n200 mm Dia | 6 | M | |
| 253 | 253 | 150 mm Dia | 350 | M | |
| 254 | 254 | 80 mm Dia | 80 | M | |
| 255 | 255 | Supply & installation of ISI marked single headed 63 mm dia s.s Hydrant Valve, flanged inlet with 63 mm female instantaneous outlet finfirming to IS 5290 on the fire wel riser/down comer including making 80 NB pipe connection with riser fixing the landing valves in proper positions, including supply of nuts, bolts gaskets, caps chains etc. testing the hydrant and completing the work in all respect as per directikons of the Engineer-in-charge. (Make: Fires/Safex/Mi8nimax/Newage/Kartar/GETECH) | 18 | Nos. | |
| 256 | 256 | Supply & fixing in position ISI marked cast iron double\nflanged Butterfly Valve as per IS :13095, suitable for pressure 15 KG/cm2 including transporting to worksite, supply & fixing nuts, bolts, gaskets, flanges & washers etc including testing, complete as per drawings & direction of the Engineer-in-charge (Make: Kirloskar/Venus/IVC/Zaloto/Kalpana/Kartar. \n80 mm DIA | 6 | Nos. | |
| 257 | 257 | 150mm DIA | 10 | Nos. | |
| 258 | 258 | Supply, installation, testing and commissioning of ISI marked cast iron dual plate type Non Return Valve with provision of cutting, flanges, welding, nuts, bolts labour and material complete all as directed for the following sizes Make: Getech/Minimax/Newage/ Kartar.150mm DIA | 4 | Nos. | |
| 259 | 259 | Supply, fixing testing & commissioning of 20 mm bore and 30 meter long hose (Rubber lined Dunlopl pipe) and hose reel for first aid fire fighting conforming to IS: 884, with full swing drum, fixing brqackets, 5 mm dia shut off agun metal nozzle 32 mm dia, hand level operated ball valve, connecting directly from the riser through 32 mm dia G.I. pipe with sockets, elbows. nipples etc including providing operating instructions on a metal plate and fixing it near hose reel. The system shall be complete in all respect as per drawings and directions of Engineer-in-Charge. (Make: Dunlop/Goodyear) | 12 | Nos. | |
| 260 | 260 | Providing gun metal ISI marked 63 mm dia instantaneous paitem short branch pipes & 16 mm dia Nozzle suitable for interconnections to hose pipe coupling as required. (Make: Minimax/ Firex/ Safex/ Newage) | 12 | Nos. | |
| 261 | 261 | Providing ISI marked RRL (IS: 636 type - II) fire hose pipe 15 meter long and 63 mm dia with ISI marked (IS:903) stainless steel male and female coupling complete as required. (Make: Joyshree/Newage) | 24 | Nos. | |
| 262 | 262 | Supply & installation of 4 way 63 mm instantaneous inlet for fire brigade connection and making connection with 100 NB fire fighting wet riser pipe or under ground water tank and fitting inlets with caps and chains in a 4 mm thich glass fronted box of 16 SWG MS sheet, fixing it on the ground level on concrete base or on MS Angle Iron frame painting with two coats fire red paints over primer coat, complete the work in all respect as per the directions of the Engineer-in-charge. (Make Firex/Safex/Minimax/Newage/Getech) | 1 | No. | |
| 263 | 263 | Supply, Installation, Testing and commissioning of Fire brigade drawout. Make Getech/ Minimax/ Newage/ Kaartar. | 1 | No. | |
| 264 | 264 | Supply and fixing of Pressure Switch | 3 | Nos. | |
| 265 | 265 | Supply and fixing of Pressure Guage. | 4 | Nos. | |
| 266 | 266 | Providing anf fixing weathner proof standart indoor fire hose cabinet (900 mm X 900 mm X 600 mm) suitable for accommodatikng single headed hydrant vaqlve made of not less than 16 SWG MS sheet having central oplening glassed door (4 mm thick cledaqr glass) including necessary locking arrangement with hangle for housing two nos. 15meter long fire hose pipes, branch pipe and hydrant valve as required including painting (one coat primer and two coat of fire red colour). The cabinet shall be mounted on suitable raised brick masonry (i.e.) platform or on MS Angle iron frame as desired.The words "FIRE HOSE " to be painted on the box. | 12 | Nos. | |
| 267 | 267 | Providing anf fixing weathner proof standart outdoor fire hose cabinet (900 mm X 900 mm X 600 mm) suitable for accommodatikng single headed hydrant vaqlve made of not less than 16 SWG MS sheet having central oplening glassed door (4 mm thick cledaqr glass) including necessary locking arrangement with hangle for housing two nos. 15meter long fire hose pipes, branch pipe and hydrant valve as required including painting (one coat primer and two coat of fire red colour). The cabinet shall be mounted on suitable raised brick masonry (i.e.) platform or on MS Angle iron frame as desired.The words "FIRE HOSE " to be painted on the box. | 6 | Nos. | |
| 268 | 268 | Constructing brick masonary chamber 60 Cm X 60 CmX 100 Cm inside with FPS brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve with S.F.R.C. cover and frame (heavy duty HD-20 grade designation, 560 mm in ternal diameter confirming to IS12592, total weight of cover and frame to be not less than 182 Kg in cement concrete 1:2:4 mix (1 cement: 2coarse sand: 4 graded stone aggregate 20 mm nominal size) nece4ssqary excavation, foundation concrete 1:5:10 (1 cement 5 fine sand: 10 graded stone agregate 40 mm nominal size) and inside plastering with cement mortar 1:4 (1 cement: 4 coarse sand 12 mm thick finished with a floating coat of neat Lement complete as per standard design. | 4 | Nos. | |
| 269 | 269 | S/I/T/C of Electric driven Main Fire Pump of Kirlosker Make with desired head and 2820 lpm @ 2900 rpm with bronze Impeller and stainless steel shaft of suitable75 H.P., complete as required so as to develop a minimum pressure of 3.5 Kg at the fartest and Highest Point 70m head. | 1 | Nos. | |
| 270 | 270 | S/I/T/C of Diesel Engine Driven Standby Fire Pump of Kirlosker Make with desired head and 2820 lpm @ 1500 rpm with bronze Impeller and stainless steel shaft of 75 H.P., complete as required so as to develop a minimum pressure of 3.5 Kg at the fartest and Highest Point 70m head. | 1 | No. | |
| 271 | 271 | S/I/T/C of Electric Driven Jockey Pump of Kirlosker Make with desired head and 180 lpm @ 2900 rpm with bronze Impeller and stainless steel shaft of 10 H.P. etc 70m head. | 1 | No. | |
| 272 | 272 | S/I/T/C of Terrace Pump Kirlosker Make with desired head and 450 lpm @ 2900 rpm with bronze Impeller and stainless steel shaft of 10 H.P., complete as required 30m head. | 1 | No. | |
| 273 | 273 | Design, manufacture, supply storing, inspection, handling, assembling, installation in correct alignment, position, affecting proper connections, testing and commissioning of 14 SWG CRCA sheet steel fabricated cubical type Electrical Control Panel for fire fighting pumps floor mounting, dust & vermin proof front operated construction, enclosure class – IP 52, Painting by one coat of red oxide primer with two coats of approved synthetic enamel paint complete with top/bottom removable gland plates, as required, double compression type cable glands earth bus, hinged and lockable doors to achieve dust and vermin proof complete With all inter connection shall wiring by min 2.5 sq. mm. copper wires, ckt labels. The Copper Bus Bas shall be of suitable length 500 volts, 3 phase 50 Hz TPN. Electronic copper. | 1 | No. | |
| 274 | 274 | ALARM VALVE 150mm | 1 | No. | |
| 275 | 275 | BALL VALVE | 12 | Nos. | |
| 276 | 276 | S.I.T.C of Lift for Proposed 200 person Hostel Block in 20th vahini PAC Campus Balrampur District- \nTechnical Specification - 1 Quantity - 1 (One) unit(s), Model - meta 100 MR. Assembled Product - passenger Elevato rCapacity - 15 Persons, 12 Openings Speed - 1.00 m/s Stops & Opening - 12 Stops, 12 Openings Floor designation - G, 1,2,3,4,5,6,7,8,9,10,11, Machine type & Location - meta 100 MR - Gearless machine in machine room located directly above lift well Control - Simplex Collective Selective Control Drive - ACVWF, Power supply - 415 Volts, 3 Phase, 50Hz, AC, Hoist way dimensions - 2050mm wide x 2800mm deep,Car travel - 38500mm,Overhead - 4200mm,Pit Depth - 1540mm, Car dimensions - 1000mm wide x 2400mm deep x 2200mm high, Door Opening - 800mm wide x 2000mm high ,Car door - 2 panel automatic center opening door with ACVF drive Stainless steel Silver Sky finish Landing door (Group 1) - 2 panel automatic center opening door in stainless Steel Silver Sky finish on 12 floors, Landing door (Group 2) - 2 panel automatic center opening door in stainless Steel Silver Sky finish on 0 floors, Car Design - Prime, Car suspended - Stainless Steel Silver Sky finish with Square LED for car lighting, Car flooring - 2mm thick PVC flooring (Black),Natural Mirror in car - Natural mirror of half car height and full car width provided on rear wall of car, Handrail - Round handril in Stainless steel finish provided on rear wall of car, Car Operating panel - Full height - flush mounted, Landing operating panel - Individual landing operating panel for each elevator \n15 pax, 1.00 mps | 1 | Nos. | |
| 277 | 277 | 10 pax, 1.00 mps | 1 | Nos. | |
| 278 | 278 | Conection Earthing etc. | 1 | Job | |
| 279 | 279 | S.I.T.C. of 160 KVA DG set for Proposed 200 person Hostel Block in 20th vahini PAC Campus Balrampur District Azamgarh.\nS/I/T/C of 160 KVA DG set 3 phase with AMP panel and installation (Ashok leyland) (AL6DTIDG4) 1500 RPM, electronics governor AMF control panel, 6 cyclinder engine power (KWM - 147), voltage regulation grate - VG 1, Class of insulation H starting voltage - 12 V alternator LEROY SOMER Battery capacity - 120 AH Warranty 2 year, with installation. Without GST PS No. as per GEM Portal | 1 | No. | |
| 280 | 280 | Making of foundation of DG set including set complete in all respect. | 1 | Job | |
| 281 | 281 | Supply and burying of 600mmX600mmX6.0mm G.I. plate vertically for earthing with its top at least 3 meters below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board ( from appron to switch board the cost of G.I. wire and pope will be extra ) 30cm square C.I. frame with hinged cover masonary housing alternate layers of charcoal / coke and salt at least 150mm thick all round etc. as per direction of Engineer-in-charge complete in all respects . PS No. 703 | 4 | each | |
| 282 | 282 | Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect. PS No. 716 | 40 | Rmt | |
| 283 | 283 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. PS No. 501\n185 sq. mm 3-1/2 core PS No. 501(q) | 100 | Meter | |
| 284 | 284 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. \n185 sq. mm 3-1/2 core PS No. 503 (q) | 4 | No's | |
| 285 | 285 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-In-charge. \n95 sq. mm PS No. 504 (i) | 4 | No's | |
| 286 | 286 | 185 sq. mm 504 (l) | 12 | No's |
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