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Supply Of Materials And Various Civil Works, NAD Aluva-Kerala

Kerala State Electronics Development Corporation Limited-KELTRON has published Supply Of Materials And Various Civil Works. Submission Date for this Tender is 14-05-2021. Civil Work Tenders in NAD Aluva Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

27796046
Supply Of Materials And Various Civil Works
Open Tender
Indian
Kerala
NAD Aluva
14-05-2021

Tender Details

Supply Of Materials And Various Civil Works.- 2 1.01 Rolling And Consolidating Formation Surface ( In Cutting ) With Power Roller Exc 8 Tonne And Not Exc 12 Tonne Complete All As Specified And As Directed. Item1 173 10Sqm 3 1.02 150M Thick ( Compacted Thickness ) Soling ( Or Subbase ) With Broken Boulders Or Quarried Stones, Interstices Filled , Surfaces Formed Rolled And Consolidated To Required Gradint And Camber With 8 To 10 Tonne Power Rollerall As Specified And As Directed. Item2 173 10Sqm 4 1.03 150Mm Thick ( Compacted Thickness ) Wbm In Two Layers Granite, Trap Or Basalt With Coarse Aggregates Of Grading 2 ( 63 To 40Mm Size ) Or Of Grading 3 ( 50 To 20Mm Size ) , Spread, Rolled And Consolidated To Gradient Materials And Camber Required With Mechanical Paver Etc All As Specified. Item3 173 10Sqm 5 1.04 Preparing Surface By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc For Unsurfaced Water Bound Macadam Etc. And Applying Evenly A Tack Coat Of Bitumen @10Kg / 10 Sqm Complete All As Specified And As Directed. Item4 173 10Sqm 6 1.05 Bituminous Premix Asphaltic Semi Dense Concrete 40 Mm Consolidated Thickness With 5.5 % Binder Content By Weight Of Total Mix, Using Vg 30 Bitumen By Mechanised Paver Rolled And Compacted To Required Camber And Gradient Complete And Rolling To A Smooth Surface With 10 Ton Pneumatic Roller Complete All As Specified And Directed. Item5 173 10Sqm 7 1.06 Hard Core Of Guage N Exc. 100 Mm Depoited , Spread And Levelled In Layer N Exc.15 Cm Thick .Waterd And Rammed To A True Surface Complete All As Specified And Directed. Item6 60 10Sqm 8 1.07 60Mm Thick Machine Pressed Precast Concrete Paver Block Any Shape & Size Confirming To Is 15658-2006 Of M-35 Grade With Grey Cement And Pigment Complete All As Specified And Directed. Item7 525 Sqm 9 1.08 Preparing New Surface Of Wall And Applying Two Coats Of Anti Fungal Paint Over A Coat Of Exterior Primer Complete All As Specified And Directed. Item8 315 Sqm 10 1.09 100Mm Thick Cement Concrete Type C2 ( 1:3:6 ) , 40Mm Graded Aggregate As Sub Base Etc Complete All As Specified And Directed. Item9 575 Sqm 11 1.1 80Mm Thick Machine Pressed Precast Concrete Paver Block Any Shape & Size Confirming To Is 15658-2006 Of M-40 Grade With Grey Cement And Pigment Etc Complete All As Specified And Directed. Item10 50 Sqm 12 1.11 Coarse Aggregate Graded From 12.5 To 4.75Mm Filling Under Floors Etc Complete All As Specified And Directed. Item11 57.5 Sqm 13 1.12 Continuous Brick Edging With Width Equal To Width Of Bricks Laid Dry On End Vertically Using Old Size Fly Ash Bricks Etc Complete All As Specified And Directed. Item12 630 Sqm 14 1.13 Precast Cement Concrete Block Masonry 1:3:6 Exc 10Cm Thick In Width And Setting In Cm 1:6 Etc Complete All As Specified And As Directed. Item13 91 Sqm 15 1.14 Pcc 1:4:8 Type D2 Using 40Mm Graded Stone Agg. As In Foundation Complete All As Specified And Directed . Item14 28 Cum 16 1.15 15Mm Thick Rendering In Cm 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces, Finished Fair And Even Without Using Extra Cement Etc Complete All As Specified And Directed. Item15 189 Sqm 17 1.16 B. Staging For Water Tank, Cable Trench And Transformer Yard 18 1.17 Pcc 1:4:8 Type D-2 ( 40 Mm Graded Aggregate ) In Foundations Filling And Mass Concrete Complete All As Specified And Directed. Item16 2.7 Cum 19 1.18 M30 Design Mix ( Rmc ) Concrete Using 20Mm Graded Aggregate In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concrete Complete All As Specified Nand As Directed. Item17 4 Cum 20 1.19 M30 Design Mix ( Rmc ) Concrete Using 20Mm Graded Aggregate Inwalls, Retaining Walls, Basement Walls, Ballast Walls And The Like; Any Thickness; Above Top Of Footings; Including Attached Pilasters And Buttresses Complete All As Specified And As Directed. Item18 13 Cum 21 1.2 M30 Design Mix ( Rmc ) ( 20Mm Graded Aggregate ) As In Slabs Supported On Walls, Beams And Columns Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In The Shelves All As Specified And Directed. Item19 2.7 Cum 22 1.21 Formwork To Sides Of Concrete Foundations, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits ( If Any ) Of Foundation And Plinth Beams;And Similar Work; Vertical Or To Batter Complete All As Specified And As Directed. Item20 9 Sqm 23 1.22 Formwork To Sides Of Pillars, Posts, Struts, Piers, Columns And Stanchions Of Shape Square, Rectangle Or Polygonal Finished Fair Complete All As Specified And As Directed. Item21 60 Sqm 24 1.23 Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work; Not Exceeding 200M Thick ( Horizontal Or Sloping ) Flat Fair Finished Surfaces Complete All As Specified And As Directed. Item22 18 Sqm 25 1.24 Crs / Hcrm / Crm Tmt Steel Bars 10Mm Dia And Over, Cut To Length, Bent To Shaperequired, Including Cranking, Bending Spirally For Hooping For Columns, Hookingends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And As Directed. Item23 650 Kg 26 1.25 All As Specified In Item No. 8 Above But 6.Mm To 8Mm Dia Complete All As Specified And As Directed. Item24 140 Kg 27 1.26 Preparing New Plastered Surfaces And Applying Two Coats Of Cement Base Paint Over A Coat Of Alkali Resistant Primer On Wall Complete All As Complete All As Specified And As Directed. Item25 60 Sqm 28 1.27 Precast Cement Concrete Block Masonry 1:3:6 Exc 10Cm Thick In Width And Setting In Cm 1:6 Etc Complete All As Specified And As Directed. Item26 5.44 Cum 29 1.28 Rendering 10Mmm Thick In Cm 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces And Finished Even And Smooth Without Using Extra Cement Etc Complete All As Specified And As Directed. Item27 47.44 Sqm 30 1.29 Fair Finished Form Work To Side For Slab Etc Complete All As Specified And As Directed. Item28 2 Sqm 31 1.3 Pcc 1:3:6 Type C1 As In Solid Block Masonry With Using Pcc Solid Block As Specified Using 20Mm Graded Stone Aggregare, Exceeding 10Cm In Width And Setting In Cm 1:4 All As Specified And Directed Item29 9 Cum 32 1.31 Rendering 15Mmm Thick In Cm 1:4 On Laterite Masonry Surfacesor Surface Other Than Fair Faceof Brick Work Or On One Side Of Lathing Mixed With Water Proofing Compound Complete All As Specified And Directed Item30 53 Sqm 33 1.32 Pcc 1:2:4 Type B1 Using 20Mm Graded Aggregate As In Coping, Benching Including Weathering, Slightly Rounded Or Chamfered Angles And Throating Including Necessary Formwork All As Specified And As Directed Item31 0.5 Cum 34 1.33 150Mm Thick Plain Cement Concrete Type B-1, 1:2:4 Using 20Mm Graded Stone Aggregate As In Floor Complete All As Specified And As Directed Item32 18 Sqm 35 1.34 Rendering 15Mmm Thick In Cm 1:6 On Stone Masonry Surfaces Or Surface Other Than Fair Face Of Brickwork Or On One Side Of Lathing Complete All As Specified And As Directed Item33 114.1 Sqm 36 1.35 Precast Reinforced Cement Concrete 1:2:4 Type B1 Using 20Mm Graded Stone Aggregate As In Manhole Cover, Set In Cm 1:4 Complete All As Specified And As Directed Item34 300 Cum 37 1.36 Walling Of Laterite Stone In Regular Coursed, Well Bonded Bdded And Solidly Hearted Built In Cm 1:6 Complete All As Specified And As Directed Item35 130 Cum 38 1.37 Rotational Moulded 3 Layered Polyethylene Water Storage Tank Of Capacity, White Colour Drinking Water Quality 2500Ltrs ( Cylindrical Vertical With Closed Top ) Hoisted And Fixed In Position ( Including Necessary Inlet And Outlet Arrangement ) With Complete All As Specified And Directed. Item36 2 Each 39 1.38 C. Area Drainage 40 1.39 Pcc 1:4:8 Type D-2 ( 40 Mm Graded Aggregate ) In Foundations Filling And Mass Concrete Complete All As Specified And Directed. Item37 38.5 Cum 41 1.4 Precast Cement Concrete ( 1:3:6 ) Using 20Mm Graded Stone Aggregate Block Masonry With Solid Blocks Exc 10Cm In Width And Setting In Mortar ( 1:6 ) Complete All As Specified And Directed Item38 105 Cum 42 1.41 Pcc 1:2:4 Type B-1 Using 20Mm Graded Aggregate As In Coping, Benching Including Weathering, Slightly Rounded Or Chamfered Angles And Throating Including Necessary Formwork All As Specified And Directed Item39 1.4 Cum 43 1.42 Rendering 10Mm Thick In Cm 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces And Finished Even Smooth Without Using Extra Cement Complete All As Specified And Directed Item40 525 Cum 44 1.43 Extra For Forming Fair Finished Channel 30 Cm Inner Girth In Cement Concrete Using Extra Cement Including Forms, Moulds, Mitred Or Stopped Ends As Specified And Directed Item41 350 Cum 45 1.44 D. External Water Supply 46 1.45 Cpvc Pipes Sdr 13.5 And Plain Cpvc Sdr 11 Fittings In Trenches Complete All As Specified For 50Mm Dia Complete All As Specified And As Directed Item42 328.6 Rmtr 47 1.46 Cpvc Pipes Sdr 13.5 And Plain Cpvc Sdr 11 Fittings In Trenches Complete All As Specified For 25Mm Dia Complete All As Specified And As Directed Item43 115.6 Rmtr 48 1.47 Precast Cement Concrete Block Masonry 1:3:6 Exc 10Cm Thick In Width And Setting In Cm 1:6 Etc Complete All As Specified And As Directed Item44 120 Cum 49 1.48 40Mm Thick Cement Concrete Type B1 1:2:4 Using 20Mm Graded Aggregate Complete All As Specified And As Directed Item45 138.5 Sqm 50 1.49 Rendering 15Mm Thick In Cm 1:6 On Fair Faces Of Brick Work Of Concrete Surfaces To Be Finished Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed Item46 110.2 Sqm 51 1.5 Air Valve For 50Mm Dia Complete All As Specified And As Directed. Item47 2 Each 52 1.51 Stop Valves, Cast Copper Alloy Screwed Pressure With Crutch Of Butterfly Handle, Screwed Both Ends For Iron Pipe For Unions And Fixed For 50Mm Dia Complete All As Specified And As Directed. Item48 3 Each 53 1.52 Providing Short Nipple Arrangement With Required Bend With Of 15Mm Size For Washing Points Complete All As Specified And As Directed. Item49 115.6 Rmtr 54 1.53 Supply Of Flexible 15Mm Dia Hose With Jet And Nipple Arrangement For Maintanance Of Panel ( 30M Length ) Complete All As Specified And As Directed. Item50 120 Cum 55 1.54 Cutting Existing Steel Tubes In Position For Alteration And Addition Screwing For Providing New 50Mm Dia Bore Size Connection Including Excavation And Earth Work Complete All As Specified And As Directed. Item51 138.5 Sqm 56 1.55 E. External Electrical Supply 57 1.56 Medium Grade Galvanised Iron Pipe Of Size 100Mm Dia Isi Marked With All Fittings Fixed On Walls / Poles Crossings Of Road Etc For Protection Of Cable Etc Complete All As Specified And Directed Item52 733.8 Rmtr 58 1.57 Cable Joining Kit For 11Kv ( Earthed ) Grade Cable For Straight Through Heat Shrink Type Joint Complete With Joining Material And Accessories Suitable For 3 Core Xlpe Armoured Aluminium Conductor Cable Of Size 120 Sqmm To 185 Sqmm All As Specified And Directed. Item53 4 Each 59 1.58 Xlpe Insulated, Screened, Pvc Bedded, Galvanised Steel Strip Or Wire Armoured, Electric Power Cables ( Heavy Duty ) With Aluminium Conductor, 11000 Volts ( E ) , Grade Cross Sectional Area 185 Sqmm 3 Core Complete All As Specified And As Directed. Item54 700 Rmtr 60 1.59 Reinforced Precast Concrete Cable Cover Class Ehv, Type I1 With Peak, Size 600Mmx23mm0x50mm Complete All As Specified And As Directed. Item55 2830 Each 61 1.6 F. Excavation, Earth Work Included In All The Works Item56 50 Cum

Key Value

Document Fees
INR 2000 /-
EMD
INR 31000.0 /-
Tender Value
INR 31 Lakhs /-

BOQ Items

Name of Work: Various Civil Works for 2 MW Soalr Power Plant at NAD
Sl. No. Item Description Item Code / Make Quantity Units
1 1 WORK A- ROAD, FOOT PATH & HARDSTANDING
2 1.01 Rolling and consolidating formation surface (in cutting ) with power roller exc 8 tonne and not exc 12 tonne complete all as specified and as directed. item1 173 10Sqm
3 1.02 150m thick (compacted thickness) Soling (or subbase) with broken boulders or quarried stones, interstices filled , surfaces formed rolled and consolidated to required gradint and camber with 8 to 10 tonne power rollerall as specified and as directed. item2 173 10Sqm
4 1.03 150mm thick (compacted thickness)WBM in two layers granite, trap or basalt with coarse aggregates of grading 2( 63 to 40mm size) or of grading 3 ( 50 to 20mm size), spread, rolled and consolidated to gradient materials and camber required with mechanical paver etc all as specified. item3 173 10Sqm
5 1.04 Preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc for unsurfaced water bound macadam etc. and applying evenly a tack coat of Bitumen @10Kg/10 sqm complete all as specified and as directed. item4 173 10Sqm
6 1.05 Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5 % binder content by weight of total mix, using VG 30 bitumen by mechanised paver rolled and compacted to required camber and gradient complete and rolling to a smooth surface with 10 ton pneumatic roller complete all as specified and directed. item5 173 10Sqm
7 1.06 Hard core of guage n Exc. 100 mm depoited ,spread and Levelled in layer n exc.15 cm thick .waterd and Rammed to a true surface complete all as specified and directed. item6 60 10Sqm
8 1.07 60mm thick machine pressed precast concrete paver block any shape & size confirming to IS 15658-2006 of M-35 grade with grey cement and pigment complete all as specified and directed. item7 525 Sqm
9 1.08 Preparing new surface of wall and applying two coats of anti fungal paint over a coat of exterior primer complete all as specified and directed. item8 315 Sqm
10 1.09 100mm thick cement concrete Type C2 (1:3:6), 40mm graded aggregate as sub base etc complete all as specified and directed. item9 575 Sqm
11 1.1 80mm thick machine pressed precast concrete paver block any shape & size confirming to IS 15658-2006 of M-40 grade with grey cement and pigment etc complete all as specified and directed. item10 50 Sqm
12 1.11 Coarse aggregate graded from 12.5 to 4.75mm filling under floors etc complete all as specified and directed. item11 57.5 Sqm
13 1.12 Continuous brick edging with width equal to width of bricks laid dry on end vertically using old size fly ash bricks etc complete all as specified and directed. item12 630 Sqm
14 1.13 Precast cement concrete block masonry 1:3:6 exc 10cm thick in width and setting in CM 1:6 etc complete all as specified and as directed. item13 91 Sqm
15 1.14 PCC 1:4:8 type D2 using 40mm graded stone agg. as in foundation complete all as specified and directed . item14 28 Cum
16 1.15 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finished fair and even without using extra cement etc complete all as specified and directed. item15 189 Sqm
17 1.16 B. STAGING FOR WATER TANK, CABLE TRENCH AND TRANSFORMER YARD
18 1.17 PCC 1:4:8 type D-2 (40 mm graded aggregate) in foundations filling and mass concrete complete all as specified and directed. item16 2.7 Cum
19 1.18 M30 design mix (RMC) concrete using 20mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified\nand as directed. item17 4 Cum
20 1.19 M30 design mix (RMC) concrete using 20mm graded aggregate inWalls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. item18 13 Cum
21 1.2 M30 design mix (RMC) (20mm graded aggregate) as in slabs supported on walls, beams and columns floors, roofs, landings, balconies, canopies, deck slabs and in the shelves all as specified and directed. item19 2.7 Cum
22 1.21 Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter complete all as specified and as directed. item20 9 Sqm
23 1.22 Formwork to sides of pillars, posts, struts, piers, columns and stanchions of shape square,rectangle or polygonal finished fair complete all as specified and as directed. item21 60 Sqm
24 1.23 Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) flat fair finished surfaces complete all as specified and as directed. item22 18 Sqm
25 1.24 CRS /HCRM/CRM TMT steel bars 10mm dia and over, cut to length, bent to shaperequired, including cranking, bending spirally for hooping for columns, hookingends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. item23 650 Kg
26 1.25 All as specified in item No. 8 above but 6.mm to 8mm dia complete all as specified and as directed. item24 140 Kg
27 1.26 Preparing new plastered surfaces and applying two coats of cement base paint over a coat of alkali resistant primer on wall complete all as complete all as specified and as directed. item25 60 Sqm
28 1.27 Precast cement concrete block masonry 1:3:6 exc 10cm thick in width and setting in CM 1:6 etc complete all as specified and as directed. item26 5.44 Cum
29 1.28 Rendering 10mmm thick in cm 1:4 on fair faces of brick work or concrete surfaces and finished even and smooth without using extra cement etc complete all as specified and as directed. item27 47.44 Sqm
30 1.29 Fair finished form work to side for slab etc complete all as specified and as directed. item28 2 Sqm
31 1.3 PCC 1:3:6 type C1 as in Solid block masonry with using PCC Solid block as specified using 20mm graded stone aggregare, exceeding 10cm in width and setting in CM 1:4 all as specified and directed item29 9 Cum
32 1.31 Rendering 15mmm thick in cm 1:4 on laterite masonry surfacesor surface other than fair faceof brick work or on one side of lathing mixed with water proofing compound complete all as specified and directed item30 53 Sqm
33 1.32 PCC 1:2:4 type B1 using 20mm graded aggregate as in coping, benching including weathering, slightly rounded or chamfered angles and throating including necessary formwork all as specified and as directed item31 0.5 Cum
34 1.33 150mm thick plain cement concrete type B-1, 1:2:4 using 20mm graded stone aggregate as in floor complete all as specified and as directed item32 18 Sqm
35 1.34 Rendering 15mmm thick in cm 1:6 on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing complete all as specified and as directed item33 114.1 Sqm
36 1.35 Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in manhole cover, set in CM 1:4 complete all as specified and as directed item34 300 Cum
37 1.36 Walling of laterite stone in regular coursed, well bonded bdded and solidly hearted built in CM 1:6 complete all as specified and as directed item35 130 Cum
38 1.37 Rotational moulded 3 layered polyethylene water storage tank of capacity, white colour drinking water quality 2500Ltrs (cylindrical vertical with closed top) hoisted and fixed in position ( including necessary inlet and outlet arrangement ) with complete all as specified and directed. item36 2 Each
39 1.38 C. AREA DRAINAGE
40 1.39 PCC 1:4:8 type D-2 (40 mm graded aggregate) in foundations filling and mass concrete complete all as specified and directed. item37 38.5 Cum
41 1.4 Precast cement concrete (1:3:6) using 20mm graded stone aggregate block masonry with solid blocks exc 10cm in width and setting in mortar (1:6) complete all as specified and directed item38 105 Cum
42 1.41 PCC 1:2:4 type B-1 using 20mm graded aggregate as in coping, benching including weathering, slightly rounded or chamfered angles and throating including necessary formwork all as specified and directed item39 1.4 Cum
43 1.42 Rendering 10mm thick in cm 1:4 on fair faces of brick work or concrete surfaces and finished even smooth without using extra cement complete all as specified and directed item40 525 Cum
44 1.43 Extra for forming fair finished channel 30 CM inner girth in cement concrete using extra cement including forms, moulds, mitred or stopped ends as specified and directed item41 350 Cum
45 1.44 D. EXTERNAL WATER SUPPLY
46 1.45 CPVC Pipes SDR 13.5 and plain CPVC SDR 11 fittings in trenches complete all as specified for 50mm dia complete all as specified and as directed item42 328.6 RMtr
47 1.46 CPVC pipes SDR 13.5 and plain CPVC SDR 11 fittings in trenches complete all as specified for 25mm dia complete all as specified and as directed item43 115.6 RMtr
48 1.47 Precast Cement concrete Block masonry 1:3:6 exc 10cm thick in width and setting in CM 1:6 etc complete all as specified and as directed item44 120 Cum
49 1.48 40mm thick cement concrete type B1 1:2:4 using 20mm graded aggregate complete all as specified and as directed item45 138.5 Sqm
50 1.49 Rendering 15mm thick in CM 1:6 on fair faces of brick work of concrete surfaces to be finished even and smooth without using extra cement complete all as specified and as directed item46 110.2 Sqm
51 1.5 Air valve for 50mm dia complete all as specified and as directed. item47 2 Each
52 1.51 Stop valves, cast copper alloy screwed pressure with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed for 50mm dia complete all as specified and as directed. item48 3 Each
53 1.52 Providing short nipple arrangement with required bend with of 15mm size for washing points complete all as specified and as directed. item49 115.6 RMtr
54 1.53 Supply of flexible 15mm dia hose with jet and nipple arrangement for maintanance of panel ( 30m length) complete all as specified and as directed. item50 120 Cum
55 1.54 Cutting existing steel tubes in position for alteration and addition screwing for providing new 50mm dia bore size connection including excavation and earth work complete all as specified and as directed. item51 138.5 Sqm
56 1.55 e. EXTERNAL ELECTRICAL SUPPLY
57 1.56 Medium grade galvanised iron pipe of size 100mm dia ISI marked with all fittings fixed on walls/poles crossings of road etc for protection of cable etc complete all as specified and directed item52 733.8 Rmtr
58 1.57 Cable joining kit for 11KV (Earthed) grade cable for straight through Heat shrink type joint complete with joining material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 120 sqmm to 185 sqmm all as specified and directed. item53 4 Each
59 1.58 XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) with aluminium conductor, 11000 volts (E), grade cross sectional area 185 sqmm 3 core complete all as specified and as directed. item54 700 Rmtr
60 1.59 Reinforced precast concrete cable cover class EHV, type I1 with peak, size 600mmx23mm0x50mm complete all as specified and as directed. item55 2830 Each
61 1.6 F. Excavation, Earth work included in all the works item56 50 Cum
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