Improvements Of Government Roads In Paramakudi Highways C And M Sub Division Including Cd Works And Upkeeping For A Period Of 60 Months, Ramanathpuram-Tamil Nadu

TDR : 24502243

Tender Notice
BOQ

Expired

Ramanathpuram , Tamil Nadu

Tender Brief : Improvements Of Government Roads In Paramakudi Highways C And M Sub Division Including Cd Works And Upkeeping For A Period Of 60 Months

Document Fees
Refer document

EMD
₹ 737000.0 /-

Tender Value
₹ 14.53 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-71- Improvements of Government roads in Paramakudi (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	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	BI01010001010000000000000515BI0100001112
2	1.01	ROAD A		3324.87	Square Metre
3	1.02	ROAD B		2743.33	Square Metre
4	1.03	ROAD C		3752.67	Square Metre
5	1.04	ROAD D		1804.89	Square Metre
6	1.05	ROAD E		2523.23	Square Metre
7	1.06	ROAD F		2492.25	Square Metre
8	1.07	ROAD G		3260.58	Square Metre
9	1.08	ROAD H		182.5	Square Metre
10	1.09	ROAD I		127.5	Square Metre
11	1.1	ROAD J		130.17	Square Metre
12	1.11	ROAD K		118.75	Square Metre
13	1.12	ROAD L		156.25	Square Metre
14	1.13	ROAD M		150	Square Metre
15	1.14	ROAD N		147.5	Square Metre
16	1.15	ROAD O		127.5	Square Metre
17	1.16	ROAD P		295	Square Metre
18	1.17	ROAD Q		295	Square Metre
19	1.18	ROAD R		295.17	Square Metre
20	1.19	ROAD S		120	Square Metre
21	2	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	2.01	ROAD H		33.42	Cubic Metre
23	2.02	ROAD I		10.62	Cubic Metre
24	2.03	ROAD J		34.91	Cubic Metre
25	2.04	ROAD K		17.5	Cubic Metre
26	2.05	ROAD L		25.09	Cubic Metre
27	2.06	ROAD M		23.77	Cubic Metre
28	2.07	ROAD N		19.75	Cubic Metre
29	2.08	ROAD O		14.97	Cubic Metre
30	2.09	ROAD P		18.26	Cubic Metre
31	2.1	ROAD Q		14	Cubic Metre
32	2.11	ROAD R		21.76	Cubic Metre
33	2.12	ROAD S		8.06	Cubic Metre
34	3	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
35	3.01	ROAD A		1606.72	Cubic Metre
36	3.02	ROAD B		984.28	Cubic Metre
37	3.03	ROAD C		1337.86	Cubic Metre
38	3.04	ROAD D		824.48	Cubic Metre
39	3.05	ROAD E		772.75	Cubic Metre
40	3.06	ROAD F		1168.89	Cubic Metre
41	3.07	ROAD G		1516.27	Cubic Metre
42	3.08	ROAD H		54.75	Cubic Metre
43	3.09	ROAD I		87.37	Cubic Metre
44	3.1	ROAD J		39.05	Cubic Metre
45	3.11	ROAD K		60.13	Cubic Metre
46	3.12	ROAD L		46.88	Cubic Metre
47	3.13	ROAD M		45.01	Cubic Metre
48	3.14	ROAD N		44.26	Cubic Metre
49	3.15	ROAD O		38.26	Cubic Metre
50	3.16	ROAD P		88.52	Cubic Metre
51	3.17	ROAD Q		88.52	Cubic Metre
52	3.18	ROAD R		88.55	Cubic Metre
53	3.19	ROAD S		36.01	Cubic Metre
54	4	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
55	4.01	ROAD A		10527.2	Square Metre
56	4.02	ROAD B		8291.4	Square Metre
57	4.03	ROAD C		11380.8	Square Metre
58	4.04	ROAD D		5476.07	Square Metre
59	4.05	ROAD E		7648.62	Square Metre
60	4.06	ROAD F		7713.59	Square Metre
61	4.07	ROAD G		10026.7	Square Metre
62	4.08	ROAD H		547.5	Square Metre
63	4.09	ROAD I		628.1	Square Metre
64	4.1	ROAD J		390.5	Square Metre
65	4.11	ROAD K		478.75	Square Metre
66	4.12	ROAD L		468.75	Square Metre
67	4.13	ROAD M		450	Square Metre
68	4.14	ROAD N		442.5	Square Metre
69	4.15	ROAD O		382.5	Square Metre
70	4.16	ROAD P		885	Square Metre
71	4.17	ROAD Q		885	Square Metre
72	4.18	ROAD R		885.5	Square Metre
73	4.19	ROAD S		360	Square Metre
74	5	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
75	5.01	ROAD A		10527.2	Square Metre
76	5.02	ROAD B		8291.4	Square Metre
77	5.03	ROAD C		11380.8	Square Metre
78	5.04	ROAD D		5476.07	Square Metre
79	5.05	ROAD E		7648.62	Square Metre
80	5.06	ROAD F		7713.59	Square Metre
81	5.07	ROAD G		10026.7	Square Metre
82	5.08	ROAD H		547.5	Square Metre
83	5.09	ROAD I		628.1	Square Metre
84	5.1	ROAD J		390.5	Square Metre
85	5.11	ROAD K		478.75	Square Metre
86	5.12	ROAD L		468.75	Square Metre
87	5.13	ROAD M		450	Square Metre
88	5.14	ROAD N		442.5	Square Metre
89	5.15	ROAD O		382.5	Square Metre
90	5.16	ROAD P		885	Square Metre
91	5.17	ROAD Q		885	Square Metre
92	5.18	ROAD R		885.5	Square Metre
93	5.19	ROAD S		360	Square Metre
94	6	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
95	6.01	ROAD H		6636	Square Metre
96	6.02	ROAD I		7117.5	Square Metre
97	6.03	ROAD J		10516	Square Metre
98	6.04	ROAD K		6429.38	Square Metre
99	6.05	ROAD L		7019.92	Square Metre
100	6.06	ROAD M		7067.6	Square Metre
101	6.07	ROAD N		7261.11	Square Metre
102	6.08	ROAD O		4636.3	Square Metre
103	6.09	ROAD P		2865	Square Metre
104	6.1	ROAD Q		2865	Square Metre
105	6.11	ROAD R		4428.7	Square Metre
106	6.12	ROAD S		4911.25	Square Metre
107	7	Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.300 kg per sqm on the Existing Dry Lean Cement surface cleaned with mechanical broom as per clause 503 - Over Dry Lean Cement Surface
108	7.01	ROAD A		3.75	Square Metre
109	7.02	ROAD B		3.75	Square Metre
110	7.03	ROAD C		7.5	Square Metre
111	7.04	ROAD D		3.75	Square Metre
112	7.05	ROAD E		7.5	Square Metre
113	7.06	ROAD F		7.5	Square Metre
114	7.07	ROAD G		76.88	Square Metre
115	7.08	ROAD H		72.75	Square Metre
116	7.09	ROAD J		38.5	Square Metre
117	7.1	ROAD L		16.13	Square Metre
118	7.11	ROAD R		223.3	Square Metre
119	8	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
120	8.01	ROAD A		526.56	Cubic Metre
121	8.02	ROAD B		414.75	Cubic Metre
122	8.03	ROAD C		569.42	Cubic Metre
123	8.04	ROAD D		274	Cubic Metre
124	8.05	ROAD E		382.81	Cubic Metre
125	8.06	ROAD F		386.06	Cubic Metre
126	8.07	ROAD G		501.53	Cubic Metre
127	8.08	ROAD H		27.38	Cubic Metre
128	8.09	ROAD I		31.41	Cubic Metre
129	8.1	ROAD J		19.53	Cubic Metre
130	8.11	ROAD K		23.95	Cubic Metre
131	8.12	ROAD L		23.44	Cubic Metre
132	8.13	ROAD M		22.5	Cubic Metre
133	8.14	ROAD N		22.13	Cubic Metre
134	8.15	ROAD O		19.12	Cubic Metre
135	8.16	ROAD P		44.25	Cubic Metre
136	8.17	ROAD Q		44.25	Cubic Metre
137	8.18	ROAD R		44.29	Cubic Metre
138	8.19	ROAD S		18	Cubic Metre
139	9	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
140	9.01	ROAD A		315.93	Cubic Metre
141	9.02	ROAD B		248.85	Cubic Metre
142	9.03	ROAD C		341.65	Cubic Metre
143	9.04	ROAD D		164.41	Cubic Metre
144	9.05	ROAD E		229.69	Cubic Metre
145	9.06	ROAD F		231.63	Cubic Metre
146	9.07	ROAD G		303.11	Cubic Metre
147	9.08	ROAD H		217.69	Cubic Metre
148	9.09	ROAD I		232.37	Cubic Metre
149	9.1	ROAD J		328.35	Cubic Metre
150	9.11	ROAD K		207.25	Cubic Metre
151	9.12	ROAD L		225.15	Cubic Metre
152	9.13	ROAD M		225.53	Cubic Metre
153	9.14	ROAD N		231.12	Cubic Metre
154	9.15	ROAD O		150.56	Cubic Metre
155	9.16	ROAD P		112.5	Cubic Metre
156	9.17	ROAD Q		112.5	Cubic Metre
157	9.18	ROAD R		166.13	Cubic Metre
158	9.19	ROAD S		158.14	Cubic Metre
159	10	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 SS20A MORTH Specification no.111,112,301,305,900 for Making up the berms.
160	10.01	ROAD A		800.07	Cubic Metre
161	10.02	ROAD B		650.07	Cubic Metre
162	10.03	ROAD C		898.14	Cubic Metre
163	10.04	ROAD D		431.07	Cubic Metre
164	10.05	ROAD E		598.14	Cubic Metre
165	10.06	ROAD F		598.02	Cubic Metre
166	10.07	ROAD G		779.91	Cubic Metre
167	10.08	ROAD H		574.5	Cubic Metre
168	10.09	ROAD I		600	Cubic Metre
169	10.1	ROAD J		594	Cubic Metre
170	10.11	ROAD K		540	Cubic Metre
171	10.12	ROAD L		598.5	Cubic Metre
172	10.13	ROAD M		600	Cubic Metre
173	10.14	ROAD N		600	Cubic Metre
174	10.15	ROAD O		397.8	Cubic Metre
175	10.16	ROAD P		300	Cubic Metre
176	10.17	ROAD Q		300	Cubic Metre
177	10.18	ROAD R		287.4	Cubic Metre
178	10.19	ROAD S		420	Cubic Metre
179	11	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
180	11.01	ROAD A		2	Number
181	11.02	ROAD B		2	Number
182	11.03	ROAD C		3	Number
183	11.04	ROAD D		2	Number
184	11.05	ROAD E		3	Number
185	11.06	ROAD F		3	Number
186	11.07	ROAD G		3	Number
187	11.08	ROAD H		1	Number
188	11.09	ROAD I		2	Number
189	11.1	ROAD J		2	Number
190	11.11	ROAD K		1	Number
191	11.12	ROAD L		2	Number
192	11.13	ROAD M		2	Number
193	11.14	ROAD N		2	Number
194	11.15	ROAD O		1	Number
195	11.16	ROAD P		1	Number
196	11.17	ROAD Q		1	Number
197	11.18	ROAD R		1	Number
198	11.19	ROAD S		2	Number
199	12	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
200	12.01	ROAD A		12	Numbers
201	12.02	ROAD B		10	Numbers
202	12.03	ROAD C		12	Number
203	12.04	ROAD D		7	Number
204	12.05	ROAD E		8	Number
205	12.06	ROAD F		8	Number
206	12.07	ROAD G		11	Number
207	12.08	ROAD H		8	Number
208	12.09	ROAD I		8	Number
209	12.1	ROAD J		8	Number
210	12.11	ROAD K		8	Number
211	12.12	ROAD L		8	Number
212	12.13	ROAD M		8	Number
213	12.14	ROAD N		8	Number
214	12.15	ROAD O		6	Number
215	12.16	ROAD P		4	Number
216	12.17	ROAD Q		4	Number
217	12.18	ROAD R		4	Number
218	12.19	ROAD S		6	Number
219	13	Dismantling \n Dismantling the existing RR masonry with cement mortor selvaging and removal and dispositing of resulting materials and back filling the resulting trenches and pits etc., as per MORTH Specification no. 111,112,202,Sl.No.14
220	13.01	ROAD A (BOX CULVERT) KM 1/6		41.52	Cubic Metre
221	13.02	ROAD A (BOX CULVERT) KM 2/2		6.4	Cubic Metre
222	13.03	ROAD B ( BOX CULVERT)		6.4	Cubic Metre
223	13.04	ROAD C ( BOX CULVERT)		12.8	Cubic Metre
224	13.05	ROAD D ( BOX CULVERT)		6.4	Cubic Metre
225	13.06	ROAD E ( BOX CULVERT)		12.8	Cubic Metre
226	13.07	ROAD F ( BOX CULVERT) KM 5/8		6.4	Cubic Metre
227	13.08	ROAD F ( BOX CULVERT) KM 6/4		6.4	Cubic Metre
228	13.09	ROAD G ( BOX CULVERT)		6.4	Cubic Metre
229	14	Earth work excavation in all classes of soils except rock requiring blasting depositing on bank,with all leads and lifts as per SS 20B,Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, UNDER ABUTMENTS AND PIERS FOR FOUNDATION.
230	14.01	ROAD A (BOX CULVERT) KM 1/6		305.08	Cubic Metre
231	14.02	ROAD A (BOX CULVERT) KM 2/2		142.67	Cubic Metre
232	14.03	ROAD B ( BOX CULVERT)		142.67	Cubic Metre
233	14.04	ROAD C ( BOX CULVERT)		285.34	Cubic Metre
234	14.05	ROAD D ( BOX CULVERT)		142.67	Cubic Metre
235	14.06	ROAD E ( BOX CULVERT)		285.34	Cubic Metre
236	14.07	ROAD F ( BOX CULVERT) KM 5/8		142.67	Cubic Metre
237	14.08	ROAD F ( BOX CULVERT) KM 6/4		142.67	Cubic Metre
238	14.09	ROAD G ( BOX CULVERT)		142.67	Cubic Metre
239	15	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
240	15.01	ROAD A ( PROTECTIVE WALL)		226.2	Cubic Metre
241	15.02	ROAD B( PROTECTIVE WALL)		553.32	Cubic Metre
242	15.03	ROAD C( PROTECTIVE WALL)		400.2	Cubic Metre
243	15.04	ROAD E( PROTECTIVE WALL)		330.6	Cubic Metre
244	15.05	ROAD G( PROTECTIVE WALL)		147.9	Cubic Metre
245	15.06	ROAD T (RETAINING WALL )		417.6	Cubic Metre
246	15.07	ROAD W (RETAINING WALL )		513.3	Cubic Metre
247	15.08	ROAD X (RETAINING WALL WALL)		196.62	Cubic Metre
248	15.09	ROAD Y (RETAINING WALL WALL)		551.58	Cubic Metre
249	15.1	ROAD Z (RETAINING WALL WALL)		133.98	Cubic Metre
250	16	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
251	16.01	ROAD U (RETAINING WALL )		38.67	Cubic Metre
252	16.02	ROAD V (RETAINING WALL )		136.02	Cubic Metre
253	17	Filling with good Quarry Dust to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for body wall and cradle portion.
254	17.01	ROAD A ( PROTECTIVE WALL)		28.28	Cubic Metre
255	17.02	ROAD B( PROTECTIVE WALL)		69.17	Cubic Metre
256	17.03	ROAD C( PROTECTIVE WALL)		50.02	Cubic Metre
257	17.04	ROAD E( PROTECTIVE WALL)		41.32	Cubic Metre
258	17.05	ROAD G( PROTECTIVE WALL)		18.49	Cubic Metre
259	17.06	ROAD T (RETAINING WALL )		52.21	Cubic Metre
260	17.07	ROAD U (RETAINING WALL )		6.53	Cubic Metre
261	17.08	ROAD V (RETAINING WALL )		22.95	Cubic Metre
262	17.09	ROAD W (RETAINING WALL )		64.16	Cubic Metre
263	17.1	ROAD X (RETAINING WALL WALL)		24.58	Cubic Metre
264	17.11	ROAD Y (RETAINING WALL WALL)		68.95	Cubic Metre
265	17.12	ROAD Z (RETAINING WALL WALL)		16.75	Cubic Metre
266	18	Vibrated Cement Concrete M15 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 foundation
267	18.01	ROAD A ( PROTECTIVE WALL)		28.28	Cubic Metre
268	18.02	ROAD B( PROTECTIVE WALL)		69.17	Cubic Metre
269	18.03	ROAD C( PROTECTIVE WALL)		50.02	Cubic Metre
270	18.04	ROAD E( PROTECTIVE WALL)		41.32	Cubic Metre
271	18.05	ROAD G( PROTECTIVE WALL)		18.49	Cubic Metre
272	18.06	ROAD T (RETAINING WALL )		52.21	Cubic Metre
273	18.07	ROAD W (RETAINING WALL )		64.16	Cubic Metre
274	18.08	ROAD X (RETAINING WALL WALL)		24.58	Cubic Metre
275	18.09	ROAD Y (RETAINING WALL WALL)		68.95	Cubic Metre
276	18.1	ROAD Z (RETAINING WALL WALL)		16.75	Cubic Metre
277	19	Cement Concrete M15 (Nominal mix 1:2:4), using 40 mm ISS HBG metal including cost 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 such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE BELOW BOTTOM SLAB and wing wall base course
278	19.01	ROAD A (BOX CULVERT) KM 1/6		14.76	Cubic Metre
279	19.02	ROAD A (BOX CULVERT) KM 2/2		8.03	Cubic Metre
280	19.03	ROAD B ( BOX CULVERT)		8.03	Cubic Metre
281	19.04	ROAD C ( BOX CULVERT)		16.06	Cubic Metre
282	19.05	ROAD D ( BOX CULVERT)		8.03	Cubic Metre
283	19.06	ROAD E ( BOX CULVERT)		16.06	Cubic Metre
284	19.07	ROAD F ( BOX CULVERT) KM 5/8		8.03	Cubic Metre
285	19.08	ROAD F ( BOX CULVERT) KM 6/4		8.03	Cubic Metre
286	19.09	ROAD G ( BOX CULVERT)		8.03	Cubic Metre
287	20	Vibrated reinforced Cement concrete design mix M25 using 20mm and below ISS graded hard granite crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour labour charges for laying, compacting concrete curing concrete wincluding all other incidental charges etc., complete for BOX CULVERT ( below sill)
288	20.01	ROAD A (BOX CULVERT) KM 1/6		83.62	Cubic Metre
289	20.02	ROAD A (BOX CULVERT) KM 2/2		31.2	Cubic Metre
290	20.03	ROAD B ( BOX CULVERT)		31.2	Cubic Metre
291	20.04	ROAD C ( BOX CULVERT)		62.4	Cubic Metre
292	20.05	ROAD D ( BOX CULVERT)		31.2	Cubic Metre
293	20.06	ROAD E ( BOX CULVERT)		62.4	Cubic Metre
294	20.07	ROAD F ( BOX CULVERT) KM 5/8		31.2	Cubic Metre
295	20.08	ROAD F ( BOX CULVERT) KM 6/4		31.2	Cubic Metre
296	20.09	ROAD G ( BOX CULVERT)		31.2	Cubic Metre
297	21	Vibrated reinforced Cement concrete design mix M20 using 20mm and below ISS graded hard granite crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour labour charges for laying, compacting concrete curing concrete wincluding all other incidental charges etc., complete for BOX CULVERT ( above sill)
298	21.01	ROAD A (BOX CULVERT) KM 1/6		53.93	Cubic Metre
299	21.02	ROAD A (BOX CULVERT) KM 2/2		35.03	Cubic Metre
300	21.03	ROAD B ( BOX CULVERT)		35.03	Cubic Metre
301	21.04	ROAD C ( BOX CULVERT)		70.06	Cubic Metre
302	21.05	ROAD D ( BOX CULVERT)		35.03	Cubic Metre
303	21.06	ROAD E ( BOX CULVERT)		70.06	Cubic Metre
304	21.07	ROAD F ( BOX CULVERT) KM 5/8		35.03	Cubic Metre
305	21.08	ROAD F ( BOX CULVERT) KM 6/4		35.03	Cubic Metre
306	21.09	ROAD G ( BOX CULVERT)		35.03	Cubic Metre
307	22	Vibrated Cement Concrete M15 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 below sill level.
308	22.01	ROAD A ( PROTECTIVE WALL)		120.12	Cubic Metre
309	22.02	ROAD B( PROTECTIVE WALL)		293.83	Cubic Metre
310	22.03	ROAD C( PROTECTIVE WALL)		212.52	Cubic Metre
311	22.04	ROAD E( PROTECTIVE WALL)		175.56	Cubic Metre
312	22.05	ROAD G( PROTECTIVE WALL)		78.54	Cubic Metre
313	22.06	ROAD T (RETAINING WALL )		221.76	Cubic Metre
314	22.07	ROAD U (RETAINING WALL )		35.41	Cubic Metre
315	22.08	ROAD V (RETAINING WALL )		124.54	Cubic Metre
316	22.09	ROAD W (RETAINING WALL )		272.58	Cubic Metre
317	22.1	ROAD X (RETAINING WALL WALL)		104.41	Cubic Metre
318	22.11	ROAD Y (RETAINING WALL WALL)		292.91	Cubic Metre
319	22.12	ROAD Z (RETAINING WALL WALL)		71.15	Cubic Metre
320	23	Vibrated Cement Concrete M15 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.
321	23.01	ROAD A ( PROTECTIVE WALL)		71.96	Cubic Metre
322	23.02	ROAD B( PROTECTIVE WALL)		176.01	Cubic Metre
323	23.03	ROAD C( PROTECTIVE WALL)		127.3	Cubic Metre
324	23.04	ROAD E( PROTECTIVE WALL)		105.16	Cubic Metre
325	23.05	ROAD G( PROTECTIVE WALL)		47.05	Cubic Metre
326	23.06	ROAD T (RETAINING WALL )		132.85	Cubic Metre
327	23.07	ROAD U (RETAINING WALL )		69.73	Cubic Metre
328	23.08	ROAD V (RETAINING WALL )		245.21	Cubic Metre
329	23.09	ROAD W (RETAINING WALL )		163.28	Cubic Metre
330	23.1	ROAD X (RETAINING WALL WALL)		62.55	Cubic Metre
331	23.11	ROAD Y (RETAINING WALL WALL)		175.46	Cubic Metre
332	23.12	ROAD Z (RETAINING WALL WALL)		42.62	Cubic Metre
333	24	Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications as per MORTH specification no.2700, 900
334	24.01	ROAD A ( PROTECTIVE WALL)		128	RM
335	24.02	ROAD B( PROTECTIVE WALL)		316	RM
336	24.03	ROAD C( PROTECTIVE WALL)		226	RM
337	24.04	ROAD E( PROTECTIVE WALL)		186	RM
338	24.05	ROAD G( PROTECTIVE WALL)		83	RM
339	24.06	ROAD T (RETAINING WALL )		234	RM
340	24.07	ROAD U (RETAINING WALL )		15	RM
341	24.08	ROAD V (RETAINING WALL )		51	RM
342	24.09	ROAD W (RETAINING WALL )		291	RM
343	24.1	ROAD X (RETAINING WALL WALL)		111	RM
344	24.11	ROAD Y (RETAINING WALL WALL)		315	RM
345	24.12	ROAD Z (RETAINING WALL WALL)		75	RM
346	25	Refilling the Excavated earth of granular materials saped concentrically to fit the lower part of the cost and conveyance of all materials to site and labour chargfes etc., complete
347	25.01	ROAD U (RETAINING WALL )		34.8	Cubic Metre
348	25.02	ROAD V (RETAINING WALL )		122.4	Cubic Metre
349	26	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
350	26.01	ROAD A (BOX CULVERT) KM 1/6		5.65	Metric tone
351	26.02	ROAD A (BOX CULVERT) KM 2/2		2.288	Metric tone
352	26.03	ROAD B ( BOX CULVERT)		2.288	Metric tone
353	26.04	ROAD C ( BOX CULVERT)		4.58	Metric tone
354	26.05	ROAD D ( BOX CULVERT)		2.288	Metric tone
355	26.06	ROAD E ( BOX CULVERT)		4.58	Metric tone
356	26.07	ROAD F ( BOX CULVERT) KM 5/8		2.288	Metric tone
357	26.08	ROAD F ( BOX CULVERT) KM 6/4		2.288	Metric tone
358	26.09	ROAD G ( BOX CULVERT)		2.288	Metric tone
359	27	Stone dust FILLING BEHIND THE ABUTMENTS AND Return wall with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers, water tamping under optium moisture content to get the maximum density all incidental charges etc., complete
360	27.01	ROAD A (BOX CULVERT) KM 1/6		36.55	Cubic Metre
361	27.02	ROAD A (BOX CULVERT) KM 2/2		13.76	Cubic Metre
362	27.03	ROAD B ( BOX CULVERT)		13.76	Cubic Metre
363	27.04	ROAD C ( BOX CULVERT)		27.52	Cubic Metre
364	27.05	ROAD D ( BOX CULVERT)		13.76	Cubic Metre
365	27.06	ROAD E ( BOX CULVERT)		27.52	Cubic Metre
366	27.07	ROAD F ( BOX CULVERT) KM 5/8		13.76	Cubic Metre
367	27.08	ROAD F ( BOX CULVERT) KM 6/4		13.76	Cubic Metre
368	27.09	ROAD G ( BOX CULVERT)		13.76	Cubic Metre
369	28	Excavation for Roadway and drainage Excavation 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, as per MORTH Specification. Formation of embankment using carted earth with a lead of 2 km. having CBR value of more than 8 (Diversion Road)
370	28.01	ROAD A Km 1/6 ( For Diversion Road)\n		390	Cubic Metre
371	28.02	ROAD A Km 2/2 ( For Diversion Road)\n		195	Cubic Metre
372	28.03	ROAD B (BOX CULVERT) ( For Diversion Road)\n		195	Cubic Metre
373	28.04	ROAD C (BOX CULVERT) ( For Diversion Road)\n		390	Cubic Metre
374	28.05	ROAD D ( BOX CULVERT ) ( For Diversion Road)\n		195	Cubic Metre
375	28.06	ROAD E ( BOX CULVERT) ( For Diversion Road)\n		390	Cubic Metre
376	28.07	ROAD F Km 5/8 ( BOX CULVERT) ( For Diversion Road)\n		195	Cubic Metre
377	28.08	ROAD F Km 6/4( BOX CULVERT) ( For Diversion Road)\n		195	Cubic Metre
378	28.09	ROAD G ( BOX CULVERT) ( For Diversion Road)\n		195	Cubic Metre
379	29	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
380	29.01	ROAD A Km 1/6 ( For Diversion Road)\n		49.5	Cubic Metre
381	29.02	ROAD A Km 2/2( For Diversion Road)\n		49.5	Cubic Metre
382	29.03	ROAD B (BOX CULVERT) ( For Diversion Road)\n		49.5	Cubic Metre
383	29.04	ROAD C (BOX CULVERT) ( For Diversion Road)\n		99	Cubic Metre
384	29.05	ROAD D ( BOX CULVERT ) ( For Diversion Road)\n		49.5	Cubic Metre
385	29.06	ROAD E ( BOX CULVERT) ( For Diversion Road)\n		99	Cubic Metre
386	29.07	ROAD F Km 5/8 ( BOX CULVERT) ( For Diversion Road)\n		49.5	Cubic Metre
387	29.08	ROAD F Km 6/4( BOX CULVERT) ( For Diversion Road)\n		49.5	Cubic Metre
388	29.09	ROAD G ( BOX CULVERT) ( For Diversion Road)\n		49.5	Cubic Metre
389	30	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
390	30.01	ROAD A (BOX CULVERT) KM 1/6		55.94	Square Metre
391	30.02	ROAD A (BOX CULVERT) KM 2/2		19.11	Square Metre
392	30.03	ROAD B ( BOX CULVERT)		19.11	Square Metre
393	30.04	ROAD C ( BOX CULVERT)		38.22	Square Metre
394	30.05	ROAD D ( BOX CULVERT)		19.11	Square Metre
395	30.06	ROAD E ( BOX CULVERT)		38.22	Square Metre
396	30.07	ROAD F ( BOX CULVERT) KM 5/8		19.11	Square Metre
397	30.08	ROAD F ( BOX CULVERT) KM 6/4		19.11	Square Metre
398	30.09	ROAD G ( BOX CULVERT)		19.11	Square Metre
399	31	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
400	31.01	ROAD A (UPKEEPING 4th YEAR)		299.24	Square Metre
401	31.02	ROAD A (UPKEEPING 5th YEAR)		498.73	Square Metre
402	31.03	ROAD B (UPKEEPING 4th YEAR)		246.9	Square Metre
403	31.04	ROAD B (UPKEEPING 5th YEAR)		411.5	Square Metre
404	31.05	ROAD C (UPKEEPING 4th YEAR)		341.42	Square Metre
405	31.06	ROAD C (UPKEEPING 5th YEAR)		569.04	Square Metre
406	31.07	ROAD D (UPKEEPING 4th YEAR)		162.44	Square Metre
407	31.08	ROAD D (UPKEEPING 5th YEAR)		270.73	Square Metre
408	31.09	ROAD E (UPKEEPING 4th YEAR)		227.09	Square Metre
409	31.1	ROAD E (UPKEEPING 5th YEAR)		378.49	Square Metre
410	31.11	ROAD F (UPKEEPING 4th YEAR)		224.3	Square Metre
411	31.12	ROAD F (UPKEEPING 5th YEAR)		373.84	Square Metre
412	31.13	ROAD G (UPKEEPING 4th YEAR)		293.45	Square Metre
413	31.14	ROAD G (UPKEEPING 5th YEAR)		489.09	Square Metre
414	31.15	ROAD H (UPKEEPING 4th YEAR)		199.08	Square Metre
415	31.16	ROAD H (UPKEEPING 5th YEAR)		331.8	Square Metre
416	31.17	ROAD I (UPKEEPING 4th YEAR)		219.15	Square Metre
417	31.18	ROAD I (UPKEEPING 5th YEAR)		365.25	Square Metre
418	31.19	ROAD J (UPKEEPING 4th YEAR)		315.48	Square Metre
419	31.2	ROAD J(UPKEEPING 5th YEAR)		525.8	Square Metre
420	31.21	ROAD K (UPKEEPING 4th YEAR)		192.88	Square Metre
421	31.22	ROADK (UPKEEPING 5th YEAR)		321.47	Square Metre
422	31.23	ROAD L (UPKEEPING 4th YEAR)		210.6	Square Metre
423	31.24	ROAD L (UPKEEPING 5th YEAR)		351	Square Metre
424	31.25	ROAD M (UPKEEPING 4th YEAR)		212.03	Square Metre
425	31.26	ROAD M (UPKEEPING 5th YEAR)		353.38	Square Metre
426	31.27	ROAD N (UPKEEPING 4th YEAR)		217.83	Square Metre
427	31.28	ROAD N (UPKEEPING 5th YEAR)		363.06	Square Metre
428	31.29	ROAD O (UPKEEPING 4th YEAR)		139.09	Square Metre
429	31.3	ROAD O (UPKEEPING 5th YEAR)		231.82	Square Metre
430	31.31	ROAD P: (UPKEEPING 4th YEAR)		85.95	Square Metre
431	31.32	ROAD P (UPKEEPING 5th YEAR)		143.25	Square Metre
432	31.33	ROAD Q (UPKEEPING 4th YEAR)		85.95	Square Metre
433	31.34	ROAD Q (UPKEEPING 5th YEAR)		143.25	Square Metre
434	31.35	ROAD R(UPKEEPING 4th YEAR)		132.86	Square Metre
435	31.36	ROAD R(UPKEEPING 5th YEAR)		221.44	Square Metre
436	31.37	ROAD S (UPKEEPING 4th YEAR)		147.34	Square Metre
437	31.38	ROAD S (UPKEEPING 5th YEAR)		245.56	Square Metre
438	32	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 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 for patch Work
439	32.01	ROAD A (UPKEEPING 4th YEAR)		8.98	Cubic Metre
440	32.02	ROAD A (UPKEEPING 5th YEAR)		14.96	Cubic Metre
441	32.03	ROAD B (UPKEEPING 4th YEAR)		7.41	Cubic Metre
442	32.04	ROAD B (UPKEEPING 5th YEAR)		12.35	Cubic Metre
443	32.05	ROAD C (UPKEEPING 4th YEAR)		10.24	Cubic Metre
444	32.06	ROAD C (UPKEEPING 5th YEAR)		17.07	Cubic Metre
445	32.07	ROAD D (UPKEEPING 4th YEAR)		4.87	Cubic Metre
446	32.08	ROAD D (UPKEEPING 5th YEAR)		8.12	Cubic Metre
447	32.09	ROAD E (UPKEEPING 4th YEAR)		6.81	Cubic Metre
448	32.1	ROAD E (UPKEEPING 5th YEAR)		11.35	Cubic Metre
449	32.11	ROAD F (UPKEEPING 4th YEAR)		6.73	Cubic Metre
450	32.12	ROAD F (UPKEEPING 5th YEAR)		11.22	Cubic Metre
451	32.13	ROAD G (UPKEEPING 4th YEAR)		8.8	Cubic Metre
452	32.14	ROAD G (UPKEEPING 5th YEAR)		14.67	Cubic Metre
453	32.15	ROAD H (UPKEEPING 4th YEAR)		5.97	Cubic Metre
454	32.16	ROAD H (UPKEEPING 5th YEAR)		9.95	Cubic Metre
455	32.17	ROAD I (UPKEEPING 4th YEAR)		6.57	Cubic Metre
456	32.18	ROAD I (UPKEEPING 5th YEAR)		10.96	Cubic Metre
457	32.19	ROAD J (UPKEEPING 4th YEAR)		9.46	Cubic Metre
458	32.2	ROAD J(UPKEEPING 5th YEAR)		15.77	Cubic Metre
459	32.21	ROAD K (UPKEEPING 4th YEAR)		5.79	Cubic Metre
460	32.22	ROADK (UPKEEPING 5th YEAR)		9.64	Cubic Metre
461	32.23	ROAD L (UPKEEPING 4th YEAR)		6.32	Cubic Metre
462	32.24	ROAD L (UPKEEPING 5th YEAR)		10.53	Cubic Metre
463	32.25	ROAD M (UPKEEPING 4th YEAR)		6.36	Cubic Metre
464	32.26	ROAD M (UPKEEPING 5th YEAR)		10.6	Cubic Metre
465	32.27	ROAD N (UPKEEPING 4th YEAR)		6.53	Cubic Metre
466	32.28	ROAD N (UPKEEPING 5th YEAR)		10.89	Cubic Metre
467	32.29	ROAD O (UPKEEPING 4th YEAR)		4.17	Cubic Metre
468	32.3	ROAD O (UPKEEPING 5th YEAR)		6.95	Cubic Metre
469	32.31	ROAD P: (UPKEEPING 4th YEAR)		2.58	Cubic Metre
470	32.32	ROAD P (UPKEEPING 5th YEAR)		4.3	Cubic Metre
471	32.33	ROAD Q (UPKEEPING 4th YEAR)		2.58	Cubic Metre
472	32.34	ROAD Q (UPKEEPING 5th YEAR)		4.3	Cubic Metre
473	32.35	ROAD R(UPKEEPING 4th YEAR)		3.99	Cubic Metre
474	32.36	ROAD R(UPKEEPING 5th YEAR)		6.64	Cubic Metre
475	32.37	ROAD S (UPKEEPING 4th YEAR)		4.42	Cubic Metre
476	32.38	ROAD S (UPKEEPING 5th YEAR)		7.37	Cubic Metre
477	33	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. (Yearly Two Times)
478	33.01	ROAD A (UPKEEPING 2nd YEAR)		480.04	Cubic Metre
479	33.02	ROAD A (UPKEEPING 3rd YEAR)		480.04	Cubic Metre
480	33.03	ROAD A (UPKEEPING 4th YEAR)		480.04	Cubic Metre
481	33.04	ROAD A (UPKEEPING 5th YEAR)		480.04	Cubic Metre
482	33.05	ROAD B (UPKEEPING 2nd YEAR)		390.04	Cubic Metre
483	33.06	ROAD B (UPKEEPING 3rd YEAR)		390.04	Cubic Metre
484	33.07	ROAD B (UPKEEPING 4th YEAR)		390.04	Cubic Metre
485	33.08	ROAD B (UPKEEPING 5th YEAR)		390.04	Cubic Metre
486	33.09	ROAD C (UPKEEPING 2nd YEAR)		538.88	Cubic Metre
487	33.1	ROAD C (UPKEEPING 3rd YEAR)		538.88	Cubic Metre
488	33.11	ROAD C (UPKEEPING 4th YEAR)		538.88	Cubic Metre
489	33.12	ROAD C (UPKEEPING 5th YEAR)		538.88	Cubic Metre
490	33.13	ROAD D (UPKEEPING 2nd YEAR)		258.64	Cubic Metre
491	33.14	ROAD D (UPKEEPING 3rd YEAR)		258.64	Cubic Metre
492	33.15	ROAD D(UPKEEPING 4th YEAR)		258.64	Cubic Metre
493	33.16	ROAD D (UPKEEPING 5th YEAR)		258.64	Cubic Metre
494	33.17	ROAD E (UPKEEPING 2nd YEAR)		358.88	Cubic Metre
495	33.18	ROAD E (UPKEEPING 3rd YEAR)		358.88	Cubic Metre
496	33.19	ROAD E (UPKEEPING 4th YEAR)		358.88	Cubic Metre
497	33.2	ROAD E (UPKEEPING 5th YEAR)		358.88	Cubic Metre
498	33.21	ROAD F (UPKEEPING 2nd YEAR)		358.81	Cubic Metre
499	33.22	ROAD F (UPKEEPING 3rd YEAR)		358.81	Cubic Metre
500	33.23	ROAD F (UPKEEPING 4th YEAR)		358.81	Cubic Metre

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Improvements Of Government Roads In Paramakudi Highways C And M Sub Division Including Cd Works And Upkeeping For A Period Of 60 Months, Ramanathpuram-Tamil Nadu

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