Package No 75 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 75 Widening And Improvements Of Government Roads In Thiruvadanai Highways C And M Subdivision Including Cd Works And Upkeeping For A Period Of 60 Months, Ramanathpuram-Tamil Nadu

TDR : 24502174

Tender Notice
BOQ

Expired

Ramanathpuram , Tamil Nadu

Tender Brief : Package No 75 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 75 Widening And Improvements Of Government Roads In Thiruvadanai Highways C And M Subdivision Including Cd Works And Upkeeping For A Period Of 60 Months

Document Fees
Refer document

EMD
₹ 357000.0 /-

Tender Value
₹ 6.92 Crore /-

Submission Date
07-07-2020

Competition Type
Indian

Bidding Type
Tender

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Schedule of quantities to accompany the Tender for the work of Package-75- Widening and Improvements of Government roads in Thiruvadanai (Highways) C&M Sub-Division including CD works and Upkeeping for a period of 60 MonthsLIST OF ROAD ATTACHED IN PRICE BID DOCUMENT.
1	1	Excavation \nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900 for Box Cutting	BI01010001010000000000000515BI0100001112
2	1.01	ROAD A		792.02	Cubic Metre
3	1.02	ROAD B		937.8	Cubic Metre
4	1.03	ROAD C		1068.3	Cubic Metre
5	1.04	ROAD D		733.78	Cubic Metre
6	2	Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202
7	2.01	ROAD A		1736.87	Square Metre
8	2.02	ROAD B		1986.87	Square Metre
9	2.03	ROAD C		1734.25	Square Metre
10	2.04	ROAD D		1239.5	Square Metre
11	2.05	ROAD E		225.5	Square Metre
12	3	Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401,900 - for grading- V Material
13	3.01	ROAD A		328.27	Cubic Metre
14	3.02	ROAD B		542.42	Cubic Metre
15	3.03	ROAD C		327.78	Cubic Metre
16	3.04	ROAD D		208.24	Cubic Metre
17	4	Granular sub-base with Graded Material (Table:-400-1) - Plant Mix Method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401, 900 - for grading-III Material
18	4.01	ROAD A		246.84	Cubic Metre
19	4.02	ROAD C		242.79	Cubic Metre
20	4.03	ROAD D		173.53	Cubic Metre
21	5	Advance patch work using 45.00 mm IRC size HBG metal for making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete. as per MORTH Vth Revision Specification No. 111, 112, 501, 900, 3004
22	5.01	ROAD E		51.62	Cubic Metre
23	6	Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification no.111,112,406,900
24	6.01	ROAD A		1650.02	Cubic Metre
25	6.02	ROAD B		1589.5	Cubic Metre
26	6.03	ROAD C		1127.25	Cubic Metre
27	6.04	ROAD D		805.67	Cubic Metre
28	6.05	ROAD E		67.65	Cubic Metre
29	7	Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM
30	7.01	ROAD A		7642.24	Square Metre
31	7.02	ROAD B		8742.24	Square Metre
32	7.03	ROAD C		7630.7	Square Metre
33	7.04	ROAD D		5453.8	Square Metre
34	7.05	ROAD E		676.5	Square Metre
35	8	Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer
36	8.01	ROAD A		7642.24	Square Metre
37	8.02	ROAD B		8742.24	Square Metre
38	8.03	ROAD C		7630.7	Square Metre
39	8.04	ROAD D		5453.8	Square Metre
40	8.05	ROAD E		676.5	Square Metre
41	9	Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900 - over bituminous surfaces
42	9.01	ROAD E		10323.5	Square Metre
43	10	Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade- 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification no.111,112,501,503,900 - Grading II
44	10.01	ROAD A		382.11	Cubic Metre
45	10.02	ROAD B		437.11	Cubic Metre
46	10.03	ROAD C		381.53	Cubic Metre
47	10.04	ROAD D		272.69	Cubic Metre
48	10.05	ROAD E		109.48	Cubic Metre
49	11	Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specificationno.111,112,507,900 complete in all respects - Grading II
50	11.01	ROAD A		229.27	Cubic Metre
51	11.02	ROAD B		262.27	Cubic Metre
52	11.03	ROAD C		228.92	Cubic Metre
53	11.04	ROAD D		163.61	Cubic Metre
54	11.05	ROAD E		330	Cubic Metre
55	12	Refilling for making up berms with box cutting earth obtained from the box cutting portion with an average lead of 2 km including removal and satisfactory disposal of all materials etc complete as directed by the engineer as per MORTH Specification No. 111, 112, 301, 305, 900
56	12.01	ROAD A		698.95	Cubic Metre
57	12.02	ROAD B		238.42	Cubic Metre
58	12.03	ROAD C		416.22	Cubic Metre
59	12.04	ROAD D		198.32	Cubic Metre
60	13	Excavation \nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per SS20B MORTH Specification no.111,112,301,305,900 for Making up the berms.
61	13.01	ROAD E		200	Cubic Metre
62	14	Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
63	14.01	ROAD A		2	Number
64	14.02	ROAD B		2	Number
65	14.03	ROAD C		2	Number
66	14.04	ROAD D		1	Number
67	14.05	ROAD E		2	Number
68	15	Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
69	15.01	ROAD A		6	Numbers
70	15.02	ROAD B		6	Numbers
71	15.03	ROAD C		6	Number
72	15.04	ROAD D		4	Number
73	15.05	ROAD E		8	Number
74	16	Providing RCC M15 Grade precast Boundary stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
75	16.01	ROAD A		68	Numbers
76	16.02	ROAD B		80	Numbers
77	16.03	ROAD C		70	Number
78	16.04	ROAD D		20	Number
79	16.05	ROAD E		30	Number
80	17	Dismantling\nDismantling the salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202 SI.No.14
81	17.01	R.R.Masonry
82	17.02	ROAD A (FOR BOX CULVERT)		32	Cubic Metre
83	17.03	ROAD B (FOR BOX CULVERT)		32	Cubic Metre
84	17.04	ROAD C (FOR BOX CULVERT)		38.4	Cubic Metre
85	17.05	ROAD D (FOR BOX CULVERT)		6.4	Cubic Metre
86	17.06	ROAD G ( BOX CULVERT)		19.2	Cubic Metre
87	18	Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification 111,112,304 for foundation
88	18.01	ROAD G (FOR BOX CULVERT)		260.34	Cubic Metre
89	19	Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification 111,112,304 for foundation OF BOX CULVERT AND WING WALL
90	19.01	ROAD A (FOR BOX CULVERT)		713.35	Cubic Metre
91	19.02	ROAD B (FOR BOX CULVERT)		713.35	Cubic Metre
92	19.03	ROAD C (FOR BOX CULVERT)		856.02	Cubic Metre
93	19.04	ROAD D (FOR BOX CULVERT)		142.67	Cubic Metre
94	19.05	ROAD F (FOR RETAINING WALL)		177.36	Cubic Metre
95	20	Cement Concrete M15 NOMINAL MIX 1:2:4 using 40mm ISS HBG Metal including coast and conveyance of all materials to site and cost of cement at site including soft water,labour charges for mixing , transporting ,laying , compacting , curing concrete tools and plants and incidental charges bailing out water, forming and maintaining of protective bunds, coffer dams, showering, strutting etc complete as per relevent standard specification for LEVELING COURSE BELOW BOTTOM SLAB AND WING WALL.
96	20.01	ROAD A (FOR BOX CULVERT)		40.15	Cubic Metre
97	20.02	ROAD B (FOR BOX CULVERT)		40.15	Cubic Metre
98	20.03	ROAD C (FOR BOX CULVERT)		48.18	Cubic Metre
99	20.04	ROAD D (FOR BOX CULVERT)		8.03	Cubic Metre
100	20.05	ROAD G (FOR BOX CULVERT)		18.72	Cubic Metre
101	21	Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete -for BOX CULVERT
102	21.01	ROAD A (FOR BOX CULVERT)		156	Cubic Metre
103	21.02	ROAD B (FOR BOX CULVERT)		156	Cubic Metre
104	21.03	ROAD C (FOR BOX CULVERT)		187.2	Cubic Metre
105	21.04	ROAD D (FOR BOX CULVERT)		31.2	Cubic Metre
106	21.05	ROAD G (FOR BOX CULVERT)		62.28	Cubic Metre
107	22	Vibrated Cement Concrete M20 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for WING WALL AND PARAPET.
108	22.01	ROAD A (FOR BOX CULVERT)		179.5	Cubic Metre
109	22.02	ROAD B (FOR BOX CULVERT)		179.5	Cubic Metre
110	22.03	ROAD C (FOR BOX CULVERT)		215.4	Cubic Metre
111	22.04	ROAD D (FOR BOX CULVERT)		35.9	Cubic Metre
112	22.05	ROAD G (FOR BOX CULVERT)		59.19	Cubic Metre
113	23	Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for FOUNDATION BELOW SILL LEVEL FOR CULVERT
114	23.01	ROAD F (FOR RETAINING WALL )		162.4	Cubic Metre
115	24	Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for ABOVE SILL LEVEL as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900 FOR ABOVE SILL LEVEL
116	24.01	ROAD F (FOR RETAINING WALL )		322.84	Cubic Metre
117	25	Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
118	25.01	ROAD A (FOR BOX CULVERT)		11.44	Metric tone
119	25.02	ROAD B (FOR BOX CULVERT)		11.44	Metric tone
120	25.03	ROAD C (FOR BOX CULVERT)		13.728	Metric tone
121	25.04	ROAD D (FOR BOX CULVERT)		2.288	Metric tone
122	25.05	ROAD G (FOR BOX CULVERT)		6.24	Metric tone
123	26	Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 1700, 2702, 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB
124	26.01	ROAD A (FOR BOX CULVERT)		95.55	Square metre
125	26.02	ROAD B (FOR BOX CULVERT)		95.55	Square metre
126	26.03	ROAD C (FOR BOX CULVERT)		114.66	Square metre
127	26.04	ROAD D (FOR BOX CULVERT)		19.11	Square metre
128	26.05	ROAD G (FOR BOX CULVERT)		49.95	Square metre
129	27	Quarry Dust Filling behind the abutments, Wings and pipe portion with Quarry fines including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc., complete as per MORT & H specification no.304,900
130	27.01	ROAD A (FOR BOX CULVERT)		64.42	Cubic Metre
131	27.02	ROAD B (FOR BOX CULVERT)		64.42	Cubic Metre
132	27.03	ROAD C (FOR BOX CULVERT)		77.3	Cubic Metre
133	27.04	ROAD D (FOR BOX CULVERT)		12.88	Cubic Metre
134	27.05	ROAD F (FOR RETAINING WALL)		29.93	Cubic Metre
135	27.06	ROAD G (FOR BOX CULVERT)		9.61	Cubic Metre
136	28	Refiling excavated earthwork including removal and satisfactory disposal of all materials necessary for the construction of the roadway and side drains in accordance with the specifications and the lines grades and cross sections shown in the drawins or as indicated by the engineer including power roller rolling all labour charges etc., complete as per standard specifications No.111, 112, 202, 301, 302, 303, 900.
137	28.01	ROAD F (FOR RETAINING WALL		159.6	Cubic Metre
138	29	Providing and fixing SEEPAGE PIPES of 100mm dia with 4.00kg per cm2 of PVC pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for 900mms diagnite chis at the periphery and labour charges for fixing etc., complete to drain the back fill the retaining wall.
139	29.01	ROAD F (FOR RETAINING WALL)		69	Running Metre
140	30	Excavation \nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per SS20B MORTH Specification no.111,112,301,305,900 for Carted Earth
141	30.01	ROAD A (FOR BOX CULVERT)		975	Cubic Metre
142	30.02	ROAD B (FOR BOX CULVERT)		975	Cubic Metre
143	30.03	ROAD C (FOR BOX CULVERT)		1170	Cubic Metre
144	30.04	ROAD D (FOR BOX CULVERT)		195	Cubic Metre
145	30.05	ROAD G (FOR BOX CULVERT)		585	Cubic Metre
146	31	Providing and laying of Gravel including cost and conveyance of the same to work site including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental engineers for making For diversion road\n
147	31.01	ROAD A (FOR BOX CULVERT)		247.5	Cubic Metre
148	31.02	ROAD B (FOR BOX CULVERT)		247.5	Cubic Metre
149	31.03	ROAD C (FOR BOX CULVERT)		297	Cubic Metre
150	31.04	ROAD D (FOR BOX CULVERT)		49.5	Cubic Metre
151	31.05	ROAD G (FOR BOX CULVERT)		148.5	Cubic Metre
152	32	Clearing the Light jungles including weeding out shrubs bushes, egetables, growth etc., as per spcifications and directions of Engineer in charge (Twice a year) for 60 months
153	32.01	ROAD A (UPKEEPING Ist YEAR)		4986	Square metre
154	32.02	ROAD A (UPKEEPING 2nd YEAR)		4986	Square metre
155	32.03	ROAD A (UPKEEPING 3rd YEAR)		4986	Square metre
156	32.04	ROAD A (UPKEEPING 4th YEAR)		4986	Square metre
157	32.05	ROAD A (UPKEEPING 5th YEAR)		4986	Square metre
158	32.06	ROAD B (UPKEEPING 1st YEAR)		4986	Square metre
159	32.07	ROAD B (UPKEEPING 2nd YEAR)		4986	Square metre
160	32.08	ROAD B (UPKEEPING 3rd YEAR)		4986	Square metre
161	32.09	ROAD B (UPKEEPING 4th YEAR)		4986	Square metre
162	32.1	ROAD B (UPKEEPING 5th YEAR)		4986	Square metre
163	32.11	ROAD C (UPKEEPING 1st YEAR)		4986	Square metre
164	32.12	ROAD C (UPKEEPING 2nd YEAR)		4986	Square metre
165	32.13	ROAD C (UPKEEPING 3rd YEAR)		4986	Square metre
166	32.14	ROAD C (UPKEEPING 4th YEAR)		4986	Square metre
167	32.15	ROAD C (UPKEEPING 5th YEAR)		4986	Square metre
168	32.16	ROAD D (UPKEEPING 1st YEAR)		1386	Square metre
169	32.17	ROAD D (UPKEEPING 2nd YEAR)		1386	Square metre
170	32.18	ROAD D (UPKEEPING 3rd YEAR)		1386	Square metre
171	32.19	ROAD D (UPKEEPING 4th YEAR)		1386	Square metre
172	32.2	ROAD D (UPKEEPING 5th YEAR)		1386	Square metre
173	32.21	ROAD E (UPKEEPING 1st YEAR)		7182	Square metre
174	32.22	ROAD E (UPKEEPING 2nd YEAR)		7182	Square metre
175	32.23	ROAD E (UPKEEPING 3rd YEAR)		7182	Square metre
176	32.24	ROAD E (UPKEEPING 4th YEAR)		7182	Square metre
177	32.25	ROAD E (UPKEEPING 5th YEAR)		7182	Square metre
178	33	Excavation for Roadway and drainage \n Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side draings in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. d) Formation of embankment using side earth for filling above sub grade.
179	33.01	ROAD A (UPKEEPING 2nd YEAR)		419.38	Cubic Metre
180	33.02	ROAD A (UPKEEPING 3rd YEAR)		419.38	Cubic Metre
181	33.03	ROAD A (UPKEEPING 4th YEAR)		419.38	Cubic Metre
182	33.04	ROAD A (UPKEEPING 5th YEAR)		419.38	Cubic Metre
183	33.05	ROAD B (UPKEEPING 2nd YEAR)		143.06	Cubic Metre
184	33.06	ROAD B (UPKEEPING 3rd YEAR)		143.06	Cubic Metre
185	33.07	ROAD B (UPKEEPING 4th YEAR)		143.06	Cubic Metre
186	33.08	ROAD B (UPKEEPING 5th YEAR)		143.06	Cubic Metre
187	33.09	ROAD C (UPKEEPING 2nd YEAR)		249.74	Cubic Metre
188	33.1	ROAD C (UPKEEPING 3rd YEAR)		249.74	Cubic Metre
189	33.11	ROAD C (UPKEEPING 4th YEAR)		249.74	Cubic Metre
190	33.12	ROAD C (UPKEEPING 5th YEAR)		249.74	Cubic Metre
191	33.13	ROAD D (UPKEEPING 2nd YEAR)		119	Cubic Metre
192	33.14	ROAD D (UPKEEPING 3rd YEAR)		119	Cubic Metre
193	33.15	ROAD D (UPKEEPING 4th YEAR)		119	Cubic Metre
194	33.16	ROAD D (UPKEEPING 5th YEAR)		119	Cubic Metre
195	33.17	ROAD E (UPKEEPING 2nd YEAR)		120	Cubic Metre
196	33.18	ROAD E (UPKEEPING 3rd YEAR)		120	Cubic Metre
197	33.19	ROAD E (UPKEEPING 4rd YEAR)		120	Cubic Metre
198	33.2	ROAD E (UPKEEPING 5rd YEAR)		120	Cubic Metre
199	34	Earthwork Deploying earth moving machinery for desilting channal and forming bund on either side and depositing the earth on banks including jungle clearance etc., complete. For U/s and D/s culvert Clearance using JCB (Sl.No:XI-18)
200	34.01	ROAD A (UPKEEPING 1st YEAR)		6	Hours
201	34.02	ROAD A (UPKEEPING 2nd YEAR)		6	Hours
202	34.03	ROAD A (UPKEEPING 3rd YEAR)		6	Hours
203	34.04	ROAD A (UPKEEPING 4th YEAR)		6	Hours
204	34.05	ROAD A (UPKEEPING 5th YEAR)		6	Hours
205	34.06	ROAD B (UPKEEPING 1ST YEAR)		5	Hours
206	34.07	ROAD B (UPKEEPING 2nd YEAR)		5	Hours
207	34.08	ROAD B (UPKEEPING 3rd YEAR)		5	Hours
208	34.09	ROAD B (UPKEEPING 4th YEAR)		5	Hours
209	34.1	ROAD B (UPKEEPING 5th YEAR)		5	Hours
210	34.11	ROAD C (UPKEEPING 1ST YEAR)		5	Hours
211	34.12	ROAD C (UPKEEPING 2nd YEAR)		5	Hours
212	34.13	ROAD C (UPKEEPING 3rd YEAR)		5	Hours
213	34.14	ROAD C (UPKEEPING 4th YEAR)		5	Hours
214	34.15	ROAD C (UPKEEPING 5th YEAR)		5	Hours
215	34.16	ROAD D (UPKEEPING 1ST YEAR)		2	Hours
216	34.17	ROAD D (UPKEEPING 2nd YEAR)		2	Hours
217	34.18	ROAD D (UPKEEPING 3rd YEAR)		2	Hours
218	34.19	ROAD D (UPKEEPING 4th YEAR)		2	Hours
219	34.2	ROAD D (UPKEEPING 5th YEAR)		2	Hours
220	34.21	ROAD E (UPKEEPING 1ST YEAR)		7	Hours
221	34.22	ROAD E (UPKEEPING 2nd YEAR)		7	Hours
222	34.23	ROAD E (UPKEEPING 3rd YEAR)		7	Hours
223	34.24	ROAD E (UPKEEPING 4th YEAR)		7	Hours
224	34.25	ROAD E (UPKEEPING 5th YEAR)		7	Hours
225	35	White washing two coats with freshly burnt white shell lime inclusing cost of lime, blue powder fevicol type gum, brushes,scaffolding charges etc., complete complying with standard specification and as directed.
226	35.01	ROAD A (UPKEEPING 1ST YEAR)		38.88	Square metre
227	35.02	ROAD A (UPKEEPING 2nd YEAR)		38.88	Square metre
228	35.03	ROAD A (UPKEEPING 3rd YEAR)		38.88	Square metre
229	35.04	ROAD A (UPKEEPING 4th YEAR)		38.88	Square metre
230	35.05	ROAD A (UPKEEPING 5th YEAR)		38.88	Square metre
231	35.06	ROAD B (UPKEEPING 1ST YEAR)		32.4	Square metre
232	35.07	ROAD B (UPKEEPING 2nd YEAR)		32.4	Square metre
233	35.08	ROAD B (UPKEEPING 3rd YEAR)		32.4	Square metre
234	35.09	ROAD B (UPKEEPING 4th YEAR)		32.4	Square metre
235	35.1	ROAD B (UPKEEPING 5th YEAR)		32.4	Square metre
236	35.11	ROAD C (UPKEEPING 1ST YEAR)		32.4	Square metre
237	35.12	ROAD C (UPKEEPING 2nd YEAR)		32.4	Square metre
238	35.13	ROAD C (UPKEEPING 3rd YEAR)		32.4	Square metre
239	35.14	ROAD C (UPKEEPING 4th YEAR)		32.4	Square metre
240	35.15	ROAD C (UPKEEPING 5th YEAR)		32.4	Square metre
241	35.16	ROAD D (UPKEEPING 1ST YEAR)		12.96	Square metre
242	35.17	ROAD D (UPKEEPING 2nd YEAR)		12.96	Square metre
243	35.18	ROAD D (UPKEEPING 3rd YEAR)		12.96	Square metre
244	35.19	ROAD D (UPKEEPING 4th YEAR)		12.96	Square metre
245	35.2	ROAD D (UPKEEPING 5th YEAR)		12.96	Square metre
246	35.21	ROAD E (UPKEEPING 1ST YEAR)		55.2	Square metre
247	35.22	ROAD E (UPKEEPING 2nd YEAR)		55.2	Square metre
248	35.23	ROAD E (UPKEEPING 3rd YEAR)		55.2	Square metre
249	35.24	ROAD E (UPKEEPING 4th YEAR)		55.2	Square metre
250	35.25	ROAD E (UPKEEPING 5th YEAR)		55.2	Square metre
251	36	Coal tarring with two coats of coal tar including cost and conveyance of all materials and including all labour charges and incidential charges etc.,complete
252	36.01	ROAD A (UPKEEPING 1st YEAR)		2.46	Square metre
253	36.02	ROAD A (UPKEEPING 2nd YEAR)		2.46	Square metre
254	36.03	ROAD A (UPKEEPING 3rd YEAR)		2.46	Square metre
255	36.04	ROAD A (UPKEEPING 4th YEAR)		2.46	Square metre
256	36.05	ROAD A (UPKEEPING 5th YEAR)		2.46	Square metre
257	36.06	ROAD B (UPKEEPING 1st YEAR)		2.05	Square metre
258	36.07	ROAD B (UPKEEPING 2nd YEAR)		2.05	Square metre
259	36.08	ROAD B (UPKEEPING 3rd YEAR)		2.05	Square metre
260	36.09	ROAD B (UPKEEPING 4th YEAR)		2.05	Square metre
261	36.1	ROAD B (UPKEEPING 5th YEAR)		2.05	Square metre
262	36.11	ROAD C (UPKEEPING 1ST YEAR)		2.05	Square metre
263	36.12	ROAD C (UPKEEPING 2nd YEAR)		2.05	Square metre
264	36.13	ROAD C (UPKEEPING 3rd YEAR)		2.05	Square metre
265	36.14	ROAD C (UPKEEPING 4th YEAR)		2.05	Square metre
266	36.15	ROAD C (UPKEEPING 5th YEAR)		2.05	Square metre
267	36.16	ROAD D (UPKEEPING 1ST YEAR)		0.82	Square metre
268	36.17	ROAD D (UPKEEPING 2nd YEAR)		0.82	Square metre
269	36.18	ROAD D (UPKEEPING 3rd YEAR)		0.82	Square metre
270	36.19	ROAD D (UPKEEPING 4th YEAR)		0.82	Square metre
271	36.2	ROAD D (UPKEEPING 5th YEAR)		0.82	Square metre
272	36.21	ROAD E (UPKEEPING 1ST YEAR)		9.23	Square metre
273	36.22	ROAD E (UPKEEPING 2nd YEAR)		9.23	Square metre
274	36.23	ROAD E (UPKEEPING 3rd YEAR)		9.23	Square metre
275	36.24	ROAD E (UPKEEPING 4th YEAR)		9.23	Square metre
276	36.25	ROAD E (UPKEEPING 5th YEAR)		9.23	Square metre
277	37	Painting the existing culvert Parapet as per IRC standard including the cost of labour charges and Materials etc., complete.
278	37.01	ROAD A (UPKEEPING Ist YEAR)		10.26	Number
279	37.02	ROAD B (UPKEEPING IST YEAR)		8.55	Number
280	37.03	ROAD C (UPKEEPING IST YEAR)		8.55	Number
281	37.04	ROAD D (UPKEEPING IST YEAR)		3.42	Number
282	37.05	ROAD E (UPKEEPING IST YEAR)		11.97	Number
283	38	Lettering the existing culvert parapet as per IRC standard including the cost of labour charges and Materials etc., complete
284	38.01	ROAD A (UPKEEPING Ist YEAR)		150	Number
285	38.02	ROAD B (UPKEEPING IST YEAR)		125	Number
286	38.03	ROAD C (UPKEEPING IST YEAR)		125	Number
287	38.04	ROAD D (UPKEEPING IST YEAR)		50	Number
288	38.05	ROAD E (UPKEEPING IST YEAR)		175	Number
289	39	Chiseling the tree barks upto a size of 15cm x 15cm and painting with first class enamel paint and numbering the trees as per avenue register complete.
290	39.01	ROAD E (UPKEEPING IST YEAR)		30	Number
291	40	Painting the KM Stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete
292	40.01	ROAD A (UPKEEPING 2nd YEAR)		0.99	Square metre
293	40.02	ROAD A (UPKEEPING 3rd YEAR)		0.99	Square metre
294	40.03	ROAD A (UPKEEPING 4th YEAR)		0.99	Square metre
295	40.04	ROAD A (UPKEEPING 5th YEAR)		0.99	Square metre
296	40.05	ROAD B (UPKEEPING 2nd YEAR)		0.99	Square metre
297	40.06	ROAD B (UPKEEPING 3rd YEAR)		0.99	Square metre
298	40.07	ROAD B (UPKEEPING 4th YEAR)		0.99	Square metre
299	40.08	ROAD B (UPKEEPING 5th YEAR)		0.99	Square metre
300	40.09	ROAD C (UPKEEPING 2nd YEAR)		0.49	Square metre
301	40.1	ROAD C (UPKEEPING 3rd YEAR)		0.49	Square metre
302	40.11	ROAD C (UPKEEPING 4th YEAR)		0.49	Square metre
303	40.12	ROAD C (UPKEEPING 5th YEAR)		0.49	Square metre
304	40.13	ROAD D (UPKEEPING 2nd YEAR)		0.49	Square metre
305	40.14	ROAD D (UPKEEPING 3rd YEAR)		0.49	Square metre
306	40.15	ROAD D (UPKEEPING 4th YEAR)		0.49	Square metre
307	40.16	ROAD D (UPKEEPING 5th YEAR)		0.49	Square metre
308	40.17	ROAD E (UPKEEPING 2nd YEAR)		0.99	Square metre
309	40.18	ROAD E (UPKEEPING 3rd YEAR)		0.99	Square metre
310	40.19	ROAD E (UPKEEPING 4th YEAR)		0.99	Square metre
311	40.2	ROAD E (UPKEEPING 5th YEAR)		0.99	Square metre
312	41	Painting the HM Stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete
313	41.01	ROAD A (UPKEEPING 2nd YEAR)		11.4	Square metre
314	41.02	ROAD A (UPKEEPING 3rd YEAR)		11.4	Square metre
315	41.03	ROAD A (UPKEEPING 4th YEAR)		11.4	Square metre
316	41.04	ROAD A (UPKEEPING 5th YEAR)		11.4	Square metre
317	41.05	ROAD B (UPKEEPING 2nd YEAR)		9.69	Square metre
318	41.06	ROAD B (UPKEEPING 3rd YEAR)		9.69	Square metre
319	41.07	ROAD B (UPKEEPING 4th YEAR)		9.69	Square metre
320	41.08	ROAD B (UPKEEPING 5th YEAR)		9.69	Square metre
321	41.09	ROAD C (UPKEEPING 2nd YEAR)		10.07	Square metre
322	41.1	ROAD C (UPKEEPING 3rd YEAR)		10.07	Square metre
323	41.11	ROAD C (UPKEEPING 4th YEAR)		10.07	Square metre
324	41.12	ROAD C (UPKEEPING 5th YEAR)		10.07	Square metre
325	41.13	ROAD D (UPKEEPING 2nd YEAR)		10.07	Square metre
326	41.14	ROAD D (UPKEEPING 3rd YEAR)		10.07	Square metre
327	41.15	ROAD D (UPKEEPING 4th YEAR)		10.07	Square metre
328	41.16	ROAD D (UPKEEPING 5th YEAR)		10.07	Square metre
329	41.17	ROAD E (UPKEEPING 2nd YEAR)		13.49	Square metre
330	41.18	ROAD E (UPKEEPING 3rd YEAR)		13.49	Square metre
331	41.19	ROAD E (UPKEEPING 4th YEAR)		13.49	Square metre
332	41.2	ROAD E (UPKEEPING 5th YEAR)		13.49	Square metre
333	42	Painting the existing Boundary stone as per IRC standard including the cost of labour charges and Materials etc., complete.
334	42.01	ROAD A (UPKEEPING 2nd YEAR)		15.39	Square metre
335	42.02	ROAD A (UPKEEPING 3rd YEAR)		15.39	Square metre
336	42.03	ROAD A (UPKEEPING 4th YEAR)		15.39	Square metre
337	42.04	ROAD A (UPKEEPING 5th YEAR)		15.39	Square metre
338	42.05	ROAD B (UPKEEPING 2nd YEAR)		18.1	Square metre
339	42.06	ROAD B (UPKEEPING 3rd YEAR)		18.1	Square metre
340	42.07	ROAD B (UPKEEPING 4th YEAR)		18.1	Square metre
341	42.08	ROAD B (UPKEEPING 5th YEAR)		18.1	Square metre
342	42.09	ROAD C (UPKEEPING 2nd YEAR)		15.84	Square metre
343	42.1	ROAD C (UPKEEPING 3rd YEAR)		15.84	Square metre
344	42.11	ROAD C (UPKEEPING 4th YEAR)		15.84	Square metre
345	42.12	ROAD C (UPKEEPING 5th YEAR)		15.84	Square metre
346	42.13	ROAD D (UPKEEPING 2nd YEAR)		4.53	Square metre
347	42.14	ROAD D (UPKEEPING 3rd YEAR)		4.53	Square metre
348	42.15	ROAD D (UPKEEPING 4th YEAR)		4.53	Square metre
349	42.16	ROAD D (UPKEEPING 5th YEAR)		4.53	Square metre
350	42.17	ROAD E (UPKEEPING 2nd YEAR)		6.79	Square metre
351	42.18	ROAD E (UPKEEPING 3rd YEAR)		6.79	Square metre
352	42.19	ROAD E (UPKEEPING 4th YEAR)		6.79	Square metre
353	42.2	ROAD E (UPKEEPING 5th YEAR)		6.79	Square metre
354	43	Painting the tree barks upto a size of 15cm x 15cm with first class enamel paint as per avenue register complete.
355	43.01	ROAD E (UPKEEPING 2nd YEAR)		0.68	Square metre
356	43.02	ROAD E (UPKEEPING 3rd YEAR)		0.68	Square metre
357	43.03	ROAD E (UPKEEPING 4th YEAR)		0.68	Square metre
358	43.04	ROAD E (UPKEEPING 5th YEAR)		0.68	Square metre
359	44	Lettering the KM Stone as per IRC standard including the cost of Labour charges and material etc., complete
360	44.01	ROAD A (UPKEEPING 2nd YEAR) (5 to 10 CM)		30	Numbers
361	44.02	ROAD A (UPKEEPING 2nd YEAR) (10 to 15 CM)		4	Numbers
362	44.03	ROAD A (UPKEEPING 3rd YEAR) (5 to 10 CM)		30	Numbers
363	44.04	ROAD A (UPKEEPING 3rd YEAR) (10 to 15 CM)		4	Numbers
364	44.05	ROAD A (UPKEEPING 4th YEAR) (5 to 10 CM)		30	Numbers
365	44.06	ROAD A (UPKEEPING 4th YEAR) (10 to 15 CM)		4	Numbers
366	44.07	ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM)		30	Numbers
367	44.08	ROAD A (UPKEEPING 5th YEAR) (10 to 15 CM)		4	Numbers
368	44.09	ROAD B (UPKEEPING 2nd YEAR) (5 to 10 CM)		30	Numbers
369	44.1	ROAD B (UPKEEPING 2nd YEAR) (10 to 15 CM)		4	Numbers
370	44.11	ROAD B (UPKEEPING 3rd YEAR) (5 to 10 CM)		30	Numbers
371	44.12	ROAD B (UPKEEPING 3rd YEAR) (10 to 15 CM)		4	Numbers
372	44.13	ROAD B (UPKEEPING 4th YEAR) (5 to 10 CM)		30	Numbers
373	44.14	ROAD B (UPKEEPING 4th YEAR) (10 to 15 CM)		4	Numbers
374	44.15	ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM)		30	Numbers
375	44.16	ROAD B (UPKEEPING 5th YEAR) (10 to 15 CM)		4	Numbers
376	44.17	ROAD C (UPKEEPING 2nd YEAR) (5 to 10 CM)		15	Numbers
377	44.18	ROAD C (UPKEEPING 2nd YEAR) (10 to 15 CM)		2	Numbers
378	44.19	ROAD C (UPKEEPING 3rd YEAR) (5 to 10 CM)		15	Numbers
379	44.2	ROAD C (UPKEEPING 3rd YEAR) (10 to 15 CM)		2	Numbers
380	44.21	ROAD C (UPKEEPING 4th YEAR) (5 to 10 CM)		15	Numbers
381	44.22	ROAD C (UPKEEPING 4th YEAR) (10 to 15 CM)		2	Numbers
382	44.23	ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM)		15	Numbers
383	44.24	ROAD C (UPKEEPING 5th YEAR) (10 to 15 CM)		2	Numbers
384	44.25	ROAD D (UPKEEPING 2nd YEAR) (5 to 10 CM)		15	Numbers
385	44.26	ROAD D (UPKEEPING 2nd YEAR) (10 to 15 CM)		2	Numbers
386	44.27	ROAD D (UPKEEPING 3rd YEAR) (5 to 10 CM)		15	Numbers
387	44.28	ROAD D (UPKEEPING 3rd YEAR) (10 to 15 CM)		2	Numbers
388	44.29	ROAD D (UPKEEPING 4th YEAR) (5 to 10 CM)		15	Numbers
389	44.3	ROAD D (UPKEEPING 4th YEAR) (10 to 15 CM)		2	Numbers
390	44.31	ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM)		15	Numbers
391	44.32	ROAD D (UPKEEPING 5th YEAR) (10 to 15 CM)		2	Numbers
392	44.33	ROAD E (UPKEEPING 2nd YEAR) (10 to 15 CM)		4	Numbers
393	44.34	ROAD E (UPKEEPING 2nd YEAR) (5 to 10 CM)		30	Numbers
394	44.35	ROAD E (UPKEEPING 3rd YEAR) (10 to 15 CM)		4	Numbers
395	44.36	ROAD E (UPKEEPING 3rd YEAR) (5 to 10 CM)		30	Numbers
396	44.37	ROAD E (UPKEEPING 4th YEAR) (10 to 15 CM)		4	Numbers
397	44.38	ROAD E (UPKEEPING 4th YEAR) (5 to 10 CM)		30	Numbers
398	44.39	ROAD E (UPKEEPING 4th YEAR) (10 to 15 CM)		4	Numbers
399	44.4	ROAD E (UPKEEPING 4th YEAR) (5 to 10 CM)		30	Numbers
400	45	Lettering the HM Stone as per IRC standard including the cost of Labour charges and material etc., complete
401	45.01	ROAD A (UPKEEPING 2nd YEAR) (5 to 10 CM)		162	Numbers
402	45.02	ROAD A (UPKEEPING 2nd YEAR) (10 to 15 CM)		12	Numbers
403	45.03	ROAD A (UPKEEPING 3rd YEAR) (5 to 10 CM)		162	Numbers
404	45.04	ROAD A (UPKEEPING 3rd YEAR) (10 to 15 CM)		12	Numbers
405	45.05	ROAD A (UPKEEPING 4th YEAR) (5 to 10 CM)		162	Numbers
406	45.06	ROAD A (UPKEEPING 4th YEAR) (10 to 15 CM)		12	Numbers
407	45.07	ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM)		162	Numbers
408	45.08	ROAD A (UPKEEPING 5th YEAR) (10 to 15 CM)		12	Numbers
409	45.09	ROAD B (UPKEEPING 2nd YEAR) (5 to 10 CM)		137	Numbers
410	45.1	ROAD B (UPKEEPING 2nd YEAR) (10 to 15 CM)		12	Numbers
411	45.11	ROAD B (UPKEEPING 3rd YEAR) (5 to 10 CM)		137	Numbers
412	45.12	ROAD B (UPKEEPING 3rd YEAR) (10 to 15 CM)		12	Numbers
413	45.13	ROAD B (UPKEEPING 4th YEAR) (5 to 10 CM)		137	Numbers
414	45.14	ROAD B (UPKEEPING 4th YEAR) (10 to 15 CM)		12	Numbers
415	45.15	ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM)		137	Numbers
416	45.16	ROAD B (UPKEEPING 5th YEAR) (10 to 15 CM)		12	Numbers
417	45.17	ROAD C (UPKEEPING 2nd YEAR) (5 to 10 CM)		141	Numbers
418	45.18	ROAD C (UPKEEPING 2nd YEAR) (10 to 15 CM)		16	Numbers
419	45.19	ROAD C (UPKEEPING 3rd YEAR) (5 to 10 CM)		141	Numbers
420	45.2	ROAD C (UPKEEPING 3rd YEAR) (10 to 15 CM)		16	Numbers
421	45.21	ROAD C (UPKEEPING 4th YEAR) (5 to 10 CM)		141	Numbers
422	45.22	ROAD C (UPKEEPING 4th YEAR) (10 to 15 CM)		16	Numbers
423	45.23	ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM)		141	Numbers
424	45.24	ROAD C (UPKEEPING 5th YEAR) (10 to 15 CM)		16	Numbers
425	45.25	ROAD D (UPKEEPING 2nd YEAR) (5 to 10 CM)		141	Numbers
426	45.26	ROAD D (UPKEEPING 2nd YEAR) (10 to 15 CM)		16	Numbers
427	45.27	ROAD D (UPKEEPING 3rd YEAR) (5 to 10 CM)		141	Numbers
428	45.28	ROAD D (UPKEEPING 3rd YEAR) (10 to 15 CM)		16	Numbers
429	45.29	ROAD D (UPKEEPING 4th YEAR) (5 to 10 CM)		141	Numbers
430	45.3	ROAD D (UPKEEPING 4th YEAR) (10 to 15 CM)		16	Numbers
431	45.31	ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM)		141	Numbers
432	45.32	ROAD D (UPKEEPING 5th YEAR) (10 to 15 CM)		16	Numbers
433	45.33	ROAD E (UPKEEPING 2nd YEAR) (5 to 10 CM)		191	Numbers
434	45.34	ROAD E (UPKEEPING 2nd YEAR) (10 to 15 CM)		16	Numbers
435	45.35	ROAD E (UPKEEPING 3rd YEAR) (5 to 10 CM)		191	Numbers
436	45.36	ROAD E (UPKEEPING 3rd YEAR) (10 to 15 CM)		16	Numbers
437	45.37	ROAD E (UPKEEPING 4th YEAR) (5 to 10 CM)		191	Numbers
438	45.38	ROAD E (UPKEEPING 4th YEAR) (10 to 15 CM)		16	Numbers
439	45.39	ROAD E (UPKEEPING 5th YEAR) (5 to 10 CM)		191	Numbers
440	45.4	ROAD E (UPKEEPING 5th YEAR) (10 to 15 CM)		16	Numbers
441	46	Lettering the Boundary Stone and Culver parapets as per IRC standard including the cost of Labour charges and material etc., complete
442	46.01	ROAD A (UPKEEPING 2nd YEAR) (5 to 10 CM)		136	Numbers
443	46.02	ROAD A (UPKEEPING 3rd YEAR) (5 to 10 CM)		136	Numbers
444	46.03	ROAD A (UPKEEPING 4th YEAR) (5 to 10 CM)		136	Numbers
445	46.04	ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM)		136	Numbers
446	46.05	ROAD B (UPKEEPING 2nd YEAR) (5 to 10 CM)		160	Numbers
447	46.06	ROAD B (UPKEEPING 3rd YEAR) (5 to 10 CM)		160	Numbers
448	46.07	ROAD B (UPKEEPING 4th YEAR) (5 to 10 CM)		160	Numbers
449	46.08	ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM)		160	Numbers
450	46.09	ROAD C (UPKEEPING 2nd YEAR) (5 to 10 CM)		140	Numbers
451	46.1	ROAD C (UPKEEPING 3rd YEAR) (5 to 10 CM)		140	Numbers
452	46.11	ROAD C (UPKEEPING 4th YEAR) (5 to 10 CM)		140	Numbers
453	46.12	ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM)		140	Numbers
454	46.13	ROAD D (UPKEEPING 2nd YEAR) (5 to 10 CM)		40	Numbers
455	46.14	ROAD D (UPKEEPING 3rd YEAR) (5 to 10 CM)		40	Numbers
456	46.15	ROAD D (UPKEEPING 4th YEAR) (5 to 10 CM)		40	Numbers
457	46.16	ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM)		40	Numbers
458	46.17	ROAD E (UPKEEPING 2nd YEAR) (5 to 10 CM)		60	Numbers
459	46.18	ROAD E (UPKEEPING 3rd YEAR) (5 to 10 CM)		60	Numbers
460	46.19	ROAD E (UPKEEPING 4th YEAR) (5 to 10 CM)		60	Numbers
461	46.2	ROAD E (UPKEEPING 5th YEAR) (5 to 10 CM)		60	Numbers
462	47	Lettering the tree barks upto a size of 15cm x 15cm with first class enamal paint as per avenue register complete
463	47.01	ROAD E (UPKEEPING 2nd YEAR)		60	Numbers
464	47.02	ROAD E (UPKEEPING 3rd YEAR)		60	Numbers
465	47.03	ROAD E (UPKEEPING 4th YEAR)		60	Numbers
466	47.04	ROAD E (UPKEEPING 5th YEAR)		60	Numbers
467	48	Tack coat - Providing and applying tack coat with bitumen emulsion (RS-1 type) using emulsion pressure distributor at the rate of 0.20kg per sqm. On the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over Bituminous surfaces.
468	48.01	ROAD A (UPKEEPING 4th YEAR)		231	Square metre
469	48.02	ROAD A (UPKEEPING 5th YEAR)		385	Square metre
470	48.03	ROAD B (UPKEEPING 4th YEAR)		264	Square metre
471	48.04	ROAD B (UPKEEPING 5th YEAR)		440	Square metre
472	48.05	ROAD C (UPKEEPING 4th YEAR)		231	Square metre
473	48.06	ROAD C (UPKEEPING 5th YEAR)		385	Square metre
474	48.07	ROAD D (UPKEEPING 4th YEAR)		165	Square metre
475	48.08	ROAD D (UPKEEPING 5th YEAR)		275	Square metre
476	48.09	ROAD E (UPKEEPING 4th YEAR)		330	Square metre
477	48.1	ROAD E (UPKEEPING 5th YEAR)		550	Square metre
478	49	Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No.507 of MORTH Specification complete in all respects - Grading II
479	49.01	ROAD A (UPKEEPING 4th YEAR)		6.93	Cubic Metre
480	49.02	ROAD A (UPKEEPING 5th YEAR)		11.55	Cubic Metre
481	49.03	ROAD B (UPKEEPING 4th YEAR)		7.92	Cubic Metre
482	49.04	ROAD B (UPKEEPING 5th YEAR)		13.2	Cubic Metre
483	49.05	ROAD C (UPKEEPING 4th YEAR)		6.93	Cubic Metre
484	49.06	ROAD C (UPKEEPING 5th YEAR)		11.55	Cubic Metre
485	49.07	ROAD D (UPKEEPING 4th YEAR)		4.95	Cubic Metre
486	49.08	ROAD D (UPKEEPING 5th YEAR)		8.25	Cubic Metre
487	49.09	ROAD E (UPKEEPING 4th YEAR)		9.9	Cubic Metre
488	49.1	ROAD E (UPKEEPING 5th YEAR)		16.5	Cubic Metre
489	49.11	Calculation of SubTotal, GST and Total Amount carried out by system automatically
490	49.12	Basic cost of value put to tender as per estimate		1	(A)
491	49.13	Add GST at 12%		1	(B)
492	49.14	Total Value put to Tender		1	(A+B)
493	49.15	Excess/Less Percentage		1	(D)
494	49.16	Final Value		1	(E)
495	49.17	Add GST at 12% of Final Value		1	(F)
496	49.18	Total Value of Contract Including 12% of GST		1	(E+F)

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Package No 75 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 75 Widening And Improvements Of Government Roads In Thiruvadanai Highways C And M Subdivision Including Cd Works And Upkeeping For A Period Of 60 Months, Ramanathpuram-Tamil Nadu

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Package No 75 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 75 Widening And Improvements Of Government Roads In Thiruvadanai Highways C And M Subdivision Including Cd Works And Upkeeping For A Period Of 60 Months, Ramanathpuram-Tamil Nadu

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