Supply Materials And Various Civil Works-Various Civil Works For 2 Mw Soalr Power Plant At Nad, NAD Aluva-Kerala

Supply Materials And Various Civil Works-Various Civil Works For 2 Mw Soalr Power Plant At Nad-2 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. 3 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. 4 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. 5 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. 6 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. 7 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. 8 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. 9 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. 10 100Mm Thick Cement Concrete Type C2 ( 1:3:6 ) , 40Mm Graded Aggregate As Sub Base Etc Complete All As Specified And Directed. 11 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. 12 Coarse Aggregate Graded From 12.5 To 4.75Mm Filling Under Floors Etc Complete All As Specified And Directed. 13 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. 14 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. 15 Pcc 1:4:8 Type D2 Using 40Mm Graded Stone Agg. As In Foundation Complete All As Specified And Directed . 16 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. 17 B. Staging For Water Tank, Cable Trench And Transformer Yard 18 Pcc 1:4:8 Type D-2 ( 40 Mm Graded Aggregate ) In Foundations Filling And Mass Concrete Complete All As Specified And Directed. 19 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. 20 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. 21 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. 22 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. 23 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. 24 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. 25 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. 26 All As Specified In Item No. 8 Above But 6.Mm To 8Mm Dia Complete All As Specified And As Directed. 27 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. 28 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. 29 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. 30 Fair Finished Form Work To Side For Slab Etc Complete All As Specified And As Directed. 31 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 32 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 33 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 34 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 35 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 36 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 37 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 38 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. 39 C. Area Drainage 40 Pcc 1:4:8 Type D-2 ( 40 Mm Graded Aggregate ) In Foundations Filling And Mass Concrete Complete All As Specified And Directed. 41 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 42 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 43 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 44 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 45 D. External Water Supply 46 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 47 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 48 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 49 40Mm Thick Cement Concrete Type B1 1:2:4 Using 20Mm Graded Aggregate Complete All As Specified And As Directed 50 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 51 Air Valve For 50Mm Dia Complete All As Specified And As Directed. 52 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. 53 Providing Short Nipple Arrangement With Required Bend With Of 15Mm Size For Washing Points Complete All As Specified And As Directed. 54 Supply Of Flexible 15Mm Dia Hose With Jet And Nipple Arrangement For Maintanance Of Panel ( 30M Length ) Complete All As Specified And As Directed. 55 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.

INR 4000 /-

INR 31000.0 /-

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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	4817.6	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	1380.67	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	3469	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	24	Each
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	6	Each
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	1	Each