Septic Tank Estimate Preparation

yogendra borse

Estimates Varies as per user requirements, but the basic requirements remain same.

Basic Requirements: -

1) Number of People for which septic tank is to be constructed: - 25

2) Septic Tank Wall:- 1st class Brickwork in 1:4 Mortar

3) Floor/Foundation:- 1:3:6 Cement concrete

4) Inner Plaster:- 12 mm in 1:3 Cement Mortar

5) Flooring Plaster:- 20 mm in 1:3 Mortar with water proofing compounds

6) Upper & Lower portion of soak pit:- 2nd class Brickwork in 1:6 Cement mortar

7) Middle portion of Soak pit:- Dry Brickwork

8) Roof Covering slabs & Baffle wall:- Precast R.C.C.

9) Length of Connecting pipe from Latrine seat:- 3 m

Design :- 

Capacity of tank @ 0.08 cu.m per user = 25 x 0.08 = 2 cu.m

Taking Depth of water as 1.4 m the floor area of tank = 2/1.4 = 1.428 sq.m

Taking length as 2 times the breadth = L x B = 1.428 sq.m

2B x B = 1.428 sq.m

B = sqrt (1.428/2) = 0.9449 m say 0.9 m

L = 2B = 1.8 m say 2 m

Required Floor Area = 1.428 sq.m

Provided Floor Area = 1.8 sq.m

Required Area < Provided Area, Hence OK

Taking Free Board of 0.3m Hence Total Depth of Tank = 1.4 + 0.3 m = 1.7 m

Drawing

Estimate:-

Estimate For Septic Tank (Soak pit Not Included)

Abstract

Sr No.	Quantity	Unit	Description of Item	Rate	Amount in Rupees
1.1	11.2	Square Metre	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. (Item No. 2.09)	13.2	147.84
1.2	11.22	Cubic Metre	Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 0.00 to 1.50m.) By Manual Means (Item No. 21.01)	262.9	2949.74
1.3	2.992	Cubic Metre	Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift from 1.5m to 3.0m) By Manual Means (Item No. 21.03)	345.4	1033.43
1.4	1.12	Cubic Metre	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 24.01)	6812.7	7630.23
1.5	2.712	Cubic Metre	Providing first class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed etc.complete. (Item No. 27.08)	10817.15	29336.11
1.6	0.356	Cubic Metre	Providing and laying in situ/ready mix controlled grade of M15 of trap/granite/quartzite/gneiss metal for RCC works in cut off walls/curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant(pan mixer) VSI sand crushed, excluding reinforcement) (Item No. 12.55)	8620.05	3068.74
1.7	0.032	Metric Tonne	Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (Item No. 14.01)	97340.1	3114.89
1.8	17.49	Square Metre	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (Item No. 32.11)	713.65	12481.74
1.9	10	Running Metre	Providing and laying for 150mm dia salt glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing(including excavation and refilling the trenches) complete. (Item No. 42.04)	454.65	4546.5
1.10	1	Number	Providing and fixing 8cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. (Item No. 41.79)	895.55	895.55
1.11	2	Running Metre	Providing and fixing on walls/ceiling/floor 15mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (Item No. 42.55)	292.6	585.2
1.12	1	Number	Providing and fixing in position UPVC ultra violet stabilized 110mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete (Item No. 43.25)	185.9	185.9
Total Amount					65975.87

Measurements

Sr No.	Item No.	Category	Description of Item					Unit
1.1	2.09	Road Sub grade	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.					Square Metre
	Description of Measurement		No.	Length	Width	Height	Quantity	Unit
				3.40+0.6	2.20+0.6		11.2	Sq.M.
	Net Quantity						11.2	Sq.M.
1.2	21.01	Excavation	Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 0.00 to 1.50m.) By Manual Means					Cubic Metre
	HEIGHT = TANK H + BOTH SLAB DEPTHS		1	2.800+0.6	1.60+0.6	0.20+1.70	14.212	Cu.M.
	HEIGHT RESTRICTION OF 1.5M		-1	3.4	2.2	0.20+1.70-1.5	-2.992	Cu.M.
	Net Quantity						11.22	Cu.M.
1.3	21.03	Excavation	Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift from 1.5m to 3.0m) By Manual Means					Cubic Metre
			-1x-1	3.4	2.2	0.4	2.992	Cu.M.
	Net Quantity						2.992	Cu.M.
1.4	24.01	Plain Cement Concrete	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade)					Cubic Metre
	For Floor Bed		1	2.00+2x0.30+2x0.10	0.90+2x0.30+0.10	(0.20+0.30)/2	1.12	Cu.M.
	WALL THICKNESSES AND OFFSET		0	0.3	0.1	0.2	0	Cu.M.
	DEPTH OF TAPERED SLAB		0	0.2	0.3		0	Cu.M.
	LENGTH WIDTH HEIGHT OF TANK		0	2	0.9	1.7	0	Cu.M.
	Net Quantity						1.12	Cu.M.
1.5	27.08	Brick Masonry	Providing first class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed etc.complete.					Cubic Metre
	Septic Tank Long Walls 1st step		2	2.00+2x0.30	0.3	0.6	0.936	Cu.M.
	Septic Tank Long Walls 2nd step		2	2.00+2x0.20	0.2	1.70-0.60	1.056	Cu.M.
	Septic Tank short Walls 1st step		2	0.9	0.3	0.6	0.324	Cu.M.
	Septic Tank short Walls 2nd step		2	0.9	0.2	1.1	0.396	Cu.M.
	Net Quantity						2.712	Cu.M.
1.6	12.55	Bridge Foundation and Sub Structure	Providing and laying in situ/ready mix controlled grade of M15 of trap/granite/quartzite/gneiss metal for RCC works in cut off walls/curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant(pan mixer) VSI sand crushed, excluding reinforcement)					Cubic Metre
	BAFFLE WALL		1	0.90+0.20	0.04	0.45	0.02	Cu.M.
	ROOF COVER SLAB		1	2.8	1.6	0.075	0.336	Cu.M.
	Net Quantity						0.356	Cu.M.
1.7	14.01	Bridge Super Structure	Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.					Metric Tonne
	FOR BAFFLE WALL		0.02	100/1000			0.002	MT
	FOR ROOF TOP		0.336	90/1000			0.03	MT
	Net Quantity						0.032	MT
1.8	32.11	Plastering and Pointing	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.					Square Metre
	LONG WALL		2	2.6		1.7	8.84	Sq.M.
	SHORT WALL		2	0.9		1.7	3.06	Sq.M.
	WALL TOP		2	2x(2.60+0.90)	0.2		2.8	Sq.M.
	FLOOR		1	2	0.9		1.8	Sq.M.
	BAFFLE WALL		2	1.1	0.45		0.99	Sq.M.
	Net Quantity						17.49	Sq.M.
1.9	42.04	Water Supply and Sanitary Fitting	Providing and laying for 150mm dia salt glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing(including excavation and refilling the trenches) complete.					Running Metre
			10				10	Rmt.
	Net Quantity						10	Rmt.
1.10	41.79	Water Supply and Sanitary Fitting	Providing and fixing 8cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete.					Number
			1				1	No.
	Net Quantity						1	No.
1.11	42.55	Water Supply and Sanitary Fitting	Providing and fixing on walls/ceiling/floor 15mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.					Running Metre
			2				2	Rmt.
	Net Quantity						2	Rmt.
1.12	43.25	Water Supply and Sanitary Fitting	Providing and fixing in position UPVC ultra violet stabilized 110mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete					Number
			1				1	No.
	Net Quantity						1	No.

Rate Analysis

Sr No.	Item No.	Description of Item					SSR Rate	Unit
1.1	2.09	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.					12	Square Metre
	10% Hilly Areas Charges						1.2
	Completed Rate						13.2
1.2	21.01	Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 0.00 to 1.50m.) By Manual Means					239	Cubic Metre
	10% Hilly Areas Charges						23.9
	Completed Rate						262.9
1.3	21.03	Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift from 1.5m to 3.0m) By Manual Means					314	Cubic Metre
	10% Hilly Areas Charges						31.4
	Completed Rate						345.4
1.4	24.01	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade)					5830	Cubic Metre
	10% Hilly Areas Charges						583
	20MM METAL Lead Charges (0.24 X 263.19)						63.17
	40MM METAL Lead Charges (0.70 X 252.22)						176.55
	CEMENT Lead Charges (0.22 X 164.99)						36.3
	CRUSHED SAND Lead Charges (0.47 X 263.19)						123.7
	Completed Rate						6812.7
1.5	27.08	Providing first class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed etc.complete.					9525	Cubic Metre
	10% Hilly Areas Charges						952.5
	BRICKS Lead Charges (475 X 0.53138)						252.41
	CEMENT Lead Charges (0.13 X 164.99)						21.45
	CRUSHED SAND Lead Charges (0.25 X 263.19)						65.8
	Completed Rate						10817.15
1.6	12.55	Providing and laying in situ/ready mix controlled grade of M15 of trap/granite/quartzite/gneiss metal for RCC works in cut off walls/curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant(pan mixer) VSI sand crushed, excluding reinforcement)					7472	Cubic Metre
	10% Hilly Areas Charges						747.2
	12MM METAL Lead Charges (0.22 X 263.19)						57.9
	20MM METAL Lead Charges (0.67 X 263.19)						176.34
	CEMENT Lead Charges (0.3 X 164.99)						49.5
	CRUSHED SAND Lead Charges (0.445 X 263.19)						117.12
	Completed Rate						8620.05
1.7	14.01	Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.					88341	Metric Tonne
	10% Hilly Areas Charges						8834.1
	STEEL Lead Charges (1 X 164.99)						164.99
	Completed Rate						97340.1
1.8	32.11	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.					639	Square Metre
	10% Hilly Areas Charges						63.9
	CEMENT Lead Charges (0.0125 X 164.99)						2.06
	CRUSHED SAND Lead Charges (0.033 X 263.19)						8.69
	Completed Rate						713.65
1.9	42.04	Providing and laying for 150mm dia salt glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing(including excavation and refilling the trenches) complete.					413	Running Metre
	10% Hilly Areas Charges						41.3
	CEMENT Lead Charges (0.00225 X 164.99)						0.37
	Completed Rate						454.65
1.10	41.79	Providing and fixing 8cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete.					811	Number
	10% Hilly Areas Charges						81.1
	CEMENT Lead Charges (0.005 X 164.99)						0.82
	CRUSHED SAND Lead Charges (0.01 X 263.19)						2.63
	Completed Rate						895.55
1.11	42.55	Providing and fixing on walls/ceiling/floor 15mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.					266	Running Metre
	10% Hilly Areas Charges						26.6
	Completed Rate						292.6
1.12	43.25	Providing and fixing in position UPVC ultra violet stabilized 110mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete					169	Number
	10% Hilly Areas Charges						16.9
	Completed Rate						185.9

Testing Astract

Sr No.	Quantity	Unit	Description of Tests					Amount in Rupees
2.1	0.95	MT	Carrying out below mentioned tests on CEMENT as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					3300
	Name of Test				Tests	Rate	Amount
	Standard Consistency Fineness,Specific Gravity, Setting Time ( Initial & Final), Compressive Strength, Soundness				1	3300	3300
2.2	NA	Cu.M.	Carrying out below mentioned tests on WATER as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					1000
	PH Value, Sulphate & Chloride Content				1	1000	1000
2.3	1.95	Cu.M.	Carrying out below mentioned tests on CRUSHED SAND as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					1900
	Fineness Modulus (Sieve Analysis), Silt & Clay Content				1	1200	1200
	Chloride & Sulphate Content				1	700	700
2.4	1288.2	No.	Carrying out below mentioned tests on BRICKS as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					1900
	Water Absorption, Compressive Strength, Efflorescence				1	1900	1900
2.5	0.03	MT	Carrying out below mentioned tests on STEEL as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					5900
	Upto 16 mm (Set of 3 Bars)				1	1100	1100
	Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.)				1	1400	1400
	Nitrol Solution Test. (Set of 3 Bars)				1	3400	3400
2.6	1.12	Cu.M.	Carrying out below mentioned tests on CEMENT CONCRETE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					17200
	Compressive strength of C.C.Cube (Set of 3 cubes)				1	600	600
	Concrete Mix Design (With all Tests on basic materials)				1	12100	12100
	Flexural strength of Beam (For Rigid Pavement Only)				1	650	650
	Permeability Test (For Rigid Pavement Only)				1	1350	1350
	Taking of core samples in concrete pavement. (Excluding Dead journey charges)				1	2500	2500
Total Amount								31200

Testing Measurements

Sr No.	Description of Tests					Consumption(as per statements attached)	Unit
2.1	Carrying out below mentioned tests on CEMENT as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					0.95	MT
	Name of Test				Frequency	Tests	Remarks
	Standard Consistency Fineness,Specific Gravity, Setting Time ( Initial & Final), Compressive Strength, Soundness				1/50 MT.	1
2.2	Carrying out below mentioned tests on WATER as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					NA	Cu.M.
	PH Value, Sulphate & Chloride Content				1/1 Per source	1
2.3	Carrying out below mentioned tests on CRUSHED SAND as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					1.95	Cu.M.
	Fineness Modulus (Sieve Analysis), Silt & Clay Content				1/100 Cu.M.	1
	Chloride & Sulphate Content				1/100 Cu.M.	1
2.4	Carrying out below mentioned tests on BRICKS as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					1288.2	No.
	Water Absorption, Compressive Strength, Efflorescence				1/50000 No.	1
2.5	Carrying out below mentioned tests on STEEL as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					0.03	MT
	Upto 16 mm (Set of 3 Bars)				1/5 MT	1
	Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.)				1/5 MT	1
	Nitrol Solution Test. (Set of 3 Bars)				1/5 MT	1
2.6	Carrying out below mentioned tests on CEMENT CONCRETE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.					1.12	Cu.M.
	Compressive strength of C.C.Cube (Set of 3 cubes)				Upto 5 Cum. -1 Set 6-15 Cum. -2 Sets 16-30 Cum. -3 Sets 31-50 Cum. -4 Sets Above 51 Cum. 1 additional set for every additional 50 Cum.	1
	Concrete Mix Design (With all Tests on basic materials)				1 Mixed Design For Each Grade of Concrete	1
	Flexural strength of Beam (For Rigid Pavement Only)				1/75 Cu.M.	1
	Permeability Test (For Rigid Pavement Only)				1/75 Cu.M.	1
	Taking of core samples in concrete pavement. (Excluding Dead journey charges)				1/75 Cu.M.	1

Material Consumption

Sr No.	Name of Material	Quantity	Unit
1	12MM METAL	0.078	Cu.M.
2	20MM METAL	0.508	Cu.M.
3	40MM METAL	0.784	Cu.M.
4	BRICKS	1288.2	No.
5	CEMENT	19.04	Bag
6	CRUSHED SAND	1.949	Cu.M.
7	STEEL	0.032	MT

Lead Charges

Sr No.	Name of Material	Source of Material	Lead in KM	Lead Charges	SSR Rate	Current Rate	Difference in Rates	Rate Unit	Remarks
1	12MM METAL	Nashik	5	263.19	115			Cu.M.
2	20MM METAL	Nashik	5	263.19	800			Cu.M.
3	40MM METAL	Nashik	5	252.22	700			Cu.M.
4	BRICKS	Nashik	5	0.53138				No.
5	CEMENT	Nashik	5	164.99	4700			MT
6	CRUSHED SAND	Nashik	5	263.19	735			Cu.M.
7	SAND	Girna	75	1205.09	2021			Cu.M.
8	STEEL	Nashik	5	164.99	48000			MT

Consumption Item wise

Sr No.	Description of Item					Quantity	Unit
1.4	Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 24.01)					1.12	Cu.M.
	Name of Material		Unit Consumption	Quantity	Unit
	20MM METAL		0.24	0.269	Cu.M.
	40MM METAL		0.7	0.784	Cu.M.
	CEMENT		0.22	4.92	Bag
	CRUSHED SAND		0.47	0.526	Cu.M.
1.5	Providing first class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed etc.complete. (Item No. 27.08)					2.712	Cu.M.
	BRICKS		475	1288.2	No.
	CEMENT		0.13	7.06	Bag
	CRUSHED SAND		0.25	0.678	Cu.M.
1.6	Providing and laying in situ/ready mix controlled grade of M15 of trap/granite/quartzite/gneiss metal for RCC works in cut off walls/curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant(pan mixer) VSI sand crushed, excluding reinforcement) (Item No. 12.55)					0.356	Cu.M.
	12MM METAL		0.22	0.078	Cu.M.
	20MM METAL		0.67	0.239	Cu.M.
	CEMENT		0.3	2.14	Bag
	CRUSHED SAND		0.445	0.158	Cu.M.
1.7	Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (Item No. 14.01)					0.032	MT
	STEEL		1	0.032	MT
1.8	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (Item No. 32.11)					17.49	Sq.M.
	CEMENT		0.0125	4.38	Bag
	CRUSHED SAND		0.033	0.577	Cu.M.
1.9	Providing and laying for 150mm dia salt glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing(including excavation and refilling the trenches) complete. (Item No. 42.04)					10	Rmt.
	CEMENT		0.00225	0.44	Bag
1.10	Providing and fixing 8cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. (Item No. 41.79)					1	No.
	CEMENT		0.005	0.1	Bag
	CRUSHED SAND		0.01	0.01	Cu.M.

Recapulation Sheet

	Particular of Works			Cost in Rupees
A	Main Work
	Septic Tank			65,975.87
Sub Total (A)				65,975.87
B	Testing & Royalties
	Construction Material Testing			31,200.00
	Royalties
	b) Other Minerals			169.49
Sub Total (B)				31,369.49
Net Total of Works (A+B)				97,345.36
C	Provisions
	Labor Insurance		0.5%	486.73
	GST		18%	17,522.17
Sub Total (C)				18,008.90
Total Cost of Project (A+B+C)				1,15,354.00