Tender For Formation Of Byepass To Valangaiman Town At Km 0/0 - 5/655 (Tnj 106 ), Thanjavur-Tamil Nadu

TDR : 53637324

Tender Notice
BOQ

13 Days Left

Thanjavur , Tamil Nadu

Tender Brief : Tender For Formation Of Byepass To Valangaiman Town At Km 0/0 - 5/655 (Tnj 106 )

Document Fees
Refer document

EMD
₹ 3680000.0 /-

Tender Value
₹ 73.29 Crore /-

Submission Date
07-02-2026

Competition Type
Indian

Bidding Type
Tender

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1	Road Work and Junction Improvement
2	Clearing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
3	Main work Km 0/0 - 5/655
4	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 charges, materials, tools, equipments and all incidental charges, removal of 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 and the lines, grades and cross sections shown in the drawings or as indicated by the EngineerMORTH No. 111, 112, 301, 305, 900.
5	Main work Km 0/0 - 5/655
6	Junction Improvement at Km.0/0
7	Junction Improvement at Km.2/1
8	Junction Improvement at Km.3/550
9	Junction Improvement at Km.5/655
10	Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface 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 standard specifications.
11	Junction Improvement at Km.0/0
12	Junction Improvement at Km.2/1
13	Junction Improvement at Km.3/550
14	Junction Improvement at Km.5/655
15	Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
16	Main work Km 0/0 - 5/655
17	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 charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of 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. For embankment / sub grade using CBR of soil not less than 8%with an average lead of 60 km (Payment will be based on level measurements)
18	Main work Km 0/0 - 5/655
19	Junction Improvement at Km.0/0
20	Junction Improvement at Km.2/1
21	Junction Improvement at Km.3/550
22	Junction Improvement at Km.5/655
23	Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5for Grading V
24	Main work Km 0/0 - 5/655
25	Junction Improvement at Km.0/0
26	Junction Improvement at Km.2/1
27	Junction Improvement at Km.3/550
28	Junction Improvement at Km.5/655
29	Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5for Grading III . as per MORT&H Rev.V specifications No.111,112,401,900
30	Main work Km 0/0 - 5/655
31	Junction Improvement at Km.0/0
32	Junction Improvement at Km.2/1
33	Junction Improvement at Km.3/550
34	Junction Improvement at Km.5/655
35	Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
36	Main work Km 0/0 - 5/655
37	Junction Improvement at Km.0/0
38	Junction Improvement at Km.2/1
39	Junction Improvement at Km.3/550
40	Junction Improvement at Km.5/655
41	Providing and laying Prime Coat over WMM surface using pressure distributor 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
42	Main work Km 0/0 - 5/655
43	Junction Improvement at Km.0/0
44	Junction Improvement at Km.2/1
45	Junction Improvement at Km.3/550
46	Junction Improvement at Km.5/655
47	Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
48	Main work Km 0/0 - 5/655
49	Junction Improvement at Km.0/0
50	Junction Improvement at Km.2/1
51	Junction Improvement at Km.3/550
52	Junction Improvement at Km.5/655
53	Providing and laying Tack Coat over Existing BT surface using pressure distributor 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
54	Junction Improvement at Km.0/0
55	Junction Improvement at Km.2/1
56	Junction Improvement at Km.3/550
57	Junction Improvement at Km.5/655
58	DBM (Grade-I) 75mm Thick using VG30 Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
59	Main work Km 0/0 - 5/655
60	Junction Improvement at Km.0/0
61	Junction Improvement at Km.2/1
62	Junction Improvement at Km.3/550
63	Junction Improvement at Km.5/655
64	BC (Grade-II) 30mm Thick using VG30 Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm of 40mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5
65	Main work Km 0/0 - 5/655
66	Junction Improvement at Km.0/0
67	Junction Improvement at Km.2/1
68	Junction Improvement at Km.3/550
69	Junction Improvement at Km.5/655
70	Providing Barrier Type Kerb for median/islands using Vibrated cement concrete of grade M20 (1:1.5:3) Nominal mix using 20 and 12mm ISS HBG metal from approved quarry and using M.sand including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.(Median kerb size) Top section, top width 0.115m, bottom width 0.165m to a height of 0.20m and Bottom section 0.165m uniform width to a height of 0.125m.
71	Junction Improvement at Km.0/0
72	Junction Improvement at Km.2/1
73	Junction Improvement at Km.5/655
74	Refilling with available excavated earth layers, not exceeding limits including watering consolidation, including all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH. (In Between Kerb blocks)
75	Junction Improvement at Km.0/0
76	Junction Improvement at Km.2/1
77	Junction Improvement at Km.5/655
78	Providing RCC Centre Median height of 0.900m from the road level including cost and conveyance of all materials to work site including providing form work for shuttering on both sides and chambered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc middle of the median as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 Sq.m area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the Hire charges for Tools and plants employed and cost of 100mm dia pvc pipe for utility service as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete..
79	Junction Improvement at Km.2/1
80	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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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. For Carted Earth with compaction for berms with conveyance of 10 Kms Lead.
81	Junction Improvement at Km.0/0
82	Junction Improvement at Km.2/1
83	Junction Improvement at Km.3/550
84	Junction Improvement at Km.5/655
85	Earth work 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 deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation.
86	Junction Improvement RW at Km.0/0
87	Junction Improvement RW at Km.2/1
88	Junction Improvement Rivertment at Km.3/550
89	Junction Improvement RW at Km 5/655
90	Plain Cement Concrete M.15 Grade(Nominal mix 1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification FOR Levelling Course
91	Junction Improvement RW at Km.0/0
92	Junction Improvement RW at Km.2/1
93	Junction Improvement Rivertment at Km.3/550
94	Junction Improvement RW at Km 5/655
95	Cement Concrete M. 20 Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification
96	Junction Improvement Rivertment at Km.3/550
97	Supply and fabrication of (HYSD) Steel Grade Fe 500/Fe500D/Fe550/Fe550D grade as per Steel Schedule required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
98	Junction Improvement RW at Km.0/0
99	Junction Improvement RW at Km.2/1
100	Junction Improvement RW at Km 5/655
101	Vibrated Cement Concrete M.20 Grade(Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification WING WALL AND PARAPET (ABOVE SILL)
102	Junction Improvement RW at Km.0/0
103	Junction Improvement RW at Km.2/1
104	Junction Improvement RW at Km 5/655
105	Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
106	Junction Improvement RW at Km.0/0
107	Junction Improvement RW at Km.2/1
108	Junction Improvement RW at Km 5/655
109	Providing Gravel packing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying, etc, complete.
110	Junction Improvement Rivetment at Km.3/550
111	Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing tham in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete.
112	Junction Improvement Rivetment at Km.3/550
113	Box Culvert
114	Earth work 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 deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation.
115	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
116	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
117	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
118	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
119	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
120	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
121	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
122	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
123	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
124	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
125	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
126	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
127	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
128	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
129	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
130	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
131	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
132	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
133	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
134	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
135	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
136	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
137	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
138	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
139	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
140	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
141	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
142	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
143	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
144	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
145	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
146	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
147	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
148	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
149	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
150	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
151	Plain Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG graded metal using with M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
152	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
153	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
154	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
155	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
156	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
157	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
158	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
159	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
160	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
161	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
162	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
163	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
164	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
165	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
166	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
167	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
168	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
169	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
170	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
171	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
172	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
173	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
174	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
175	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
176	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
177	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
178	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
179	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
180	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
181	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
182	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
183	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
184	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
185	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
186	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
187	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
188	Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal using with M.Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation of wing wall
189	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
190	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
191	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
192	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
193	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
194	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
195	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
196	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
197	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
198	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
199	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
200	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
201	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
202	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
203	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
204	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
205	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
206	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
207	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
208	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
209	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
210	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
211	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
212	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
213	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
214	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
215	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
216	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
217	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
218	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
219	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
220	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
221	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
222	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
223	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
224	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
225	Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert
226	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
227	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
228	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
229	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
230	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
231	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
232	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
233	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
234	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
235	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
236	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
237	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
238	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
239	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
240	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
241	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
242	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
243	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
244	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
245	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
246	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
247	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
248	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
249	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
250	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
251	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
252	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
253	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
254	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
255	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
256	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
257	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
258	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
259	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
260	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
261	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
262	Supply and fabrication of (HYSD) Steel Grade Fe 500/Fe500D/Fe550/Fe550D grade as per Steel Schedule required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
263	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
264	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
265	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
266	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
267	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
268	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
269	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
270	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
271	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
272	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
273	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
274	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
275	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
276	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
277	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
278	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
279	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
280	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
281	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
282	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
283	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
284	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
285	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
286	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
287	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
288	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
289	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
290	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
291	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
292	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
293	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
294	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
295	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
296	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
297	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
298	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
299	Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal and using M.sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for - Wing wall and Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
300	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
301	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
302	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
303	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
304	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
305	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
306	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
307	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
308	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
309	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
310	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
311	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
312	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
313	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
314	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
315	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
316	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
317	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
318	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
319	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
320	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
321	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
322	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
323	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
324	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
325	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
326	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
327	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
328	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
329	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
330	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
331	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
332	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
333	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
334	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
335	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
336	Vibrated Reinforced cement concrete M30 (Design mix) using 20mm and below graded ISS hard granite metal and using M.sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including 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 for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness OVER DECK SLAB
337	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
338	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
339	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
340	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
341	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
342	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
343	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
344	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
345	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
346	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
347	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
348	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
349	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
350	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
351	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
352	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
353	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
354	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
355	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
356	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
357	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
358	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
359	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
360	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
361	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
362	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
363	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
364	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
365	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
366	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
367	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
368	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
369	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
370	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
371	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
372	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
373	Providing and fixing 110mm 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-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900
374	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.0/2
375	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.1/2
376	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.2/10
377	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/2
378	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.4/6
379	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (i)
380	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/2 (ii)
381	Construction of Box Culvert Single Cell (2.0m x 2.0m) at Km.5/6
382	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/4 (ii)
383	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.0/8 (ii)
384	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/0
385	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (i)
386	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.1/6 (iii)
387	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/2 (iii)
388	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/4 (i)
389	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.2/6
390	Construction of Box Culvert Single Cell (2.0m x 3.0m) at Km.3/4 (i)
391	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.0/4 (i)
392	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.2/2 (ii)
393	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.3/8
394	Construction of Box Culvert Single Cell (3.0m x 3.0m) at Km.4/10
395	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.2/8 (ii)
396	Construction of Box Culvert Single Cell (3.0m x 4.0m) at Km.3/4 (ii)
397	Construction of Box Culvert Single Cell (4.0m x 3.0m) at Km.3/2
398	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (i)
399	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/6 (ii)
400	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.0/8 (i)
401	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/2 (i)
402	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/4 (ii)
403	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.2/8 (i)
404	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.3/6
405	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/4
406	Construction of Box Culvert Single Cell (5.0m x 3.0m) at Km.4/8
407	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/6 (ii)
408	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.1/8
409	Construction of Box Culvert Single Cell (5.0m x 4.0m) at Km.3/10
410	KM, HM, Boundary Stone
411	Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
412	Along Byepass
413	Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
414	Along Byepass
415	Supply and fixing of Boundary stone of Standarad design and drawing as per IRC:25-1967, including painting and numbering etc, and all other incidental chargesetc.,complete
416	Along Byepass
417	Median
418	Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal fromapproved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work,including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standardspecification etc., compelete as per MoSRT&H specification clause 1500,1700 & 2200 for Kerb wall.
419	Along Byepass km 0/0-5/655
420	Refilling with available excavated earth layers, not exceeding limits including watering consolidation, including all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH. (In Between Kerb blocks)
421	Along Byepass km 0/0-5/655
422	Providing RCC Centre Median height of 0.900m from the road level including cost and conveyance of all materials to work site including providing form work for shuttering on both sides and chambered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc middle of the median as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 Sq.m area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the Hire charges for Tools and plants employed and cost of 100mm dia pvc pipe for utility service as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
423	Along Byepass km 0/0-5/655
424	Rivetment
425	Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOR FOUNDATION
426	km 2/675 - 2/775
427	km 3/100-3/200
428	Plain Cement Concrete M.15 Grade(Nominal mix 1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification
429	km 2/675 - 2/775
430	km 3/100-3/200
431	Plain Cement Concrete M. 20 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification
432	km 2/675 - 2/775
433	km 3/100-3/200
434	Providing Gravel packing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying, etc, complete.
435	km 2/675 - 2/775
436	km 3/100-3/200
437	Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing tham in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete.
438	km 2/675 - 2/775
439	km 3/100-3/200
440	Road Furniture\"s
441	Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803
442	Km 0/0 - 5/655
443	Road Markers / Road Stud with Lens Reflector. 2.Providing and fixing relative road studs of \"Category A\" Raised Pavement makers made out of Poly Carbonate / methyl methecrylate / ABS moulded body confirirming to ASTM D 788 and relative panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280.The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/97-DO.III dt 11.06.97.The height,width and length shall not be less than 15mm,90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 +/- 5 degree.Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular.The strength of detachment of the integrated cylindrical shanks,(of diameter not less than 19 +/- 2mm height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 kgf.Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORTH&H specification 804 etc.,complete
444	Km 0/0 - 5/655
445	Providing and erecting of Retro - Reflector›sed Cautionary, Mandatory and Informatory signs {without definition board} made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 20 12. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 20 12 . ( as per MO RT&H Specification No.801)
446	Km 0/0 - 5/655 (90 cm equilateral Triangle)
447	Km 0/0 - 5/655 (60 cm circular)
448	Km 0/0 - 5/655 (90 cm octagon)
449	Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in-charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MoRT&H Specification No.801) for sign having more than 0.90sqm Type 1V
450	Km 0/0 - 5/655
451	Supplying and installation of delineators (Road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at atrernatively black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC -79 etc., complete (as per MORT&H specification No.806)
452	Km 0/0 - 5/655
453	Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (30cm x 90cm rectangular)
454	Km 0/0 - 5/655
455	Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. lOm from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrète 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) (60cm x 45 cm Chevron)
456	Km 0/0 - 5/655
457	Providing fixing of Rigid Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI Specifications as per ASTM D 4956. Area of Reflective sheeting should not be less than 70cm 2. Edge of retro reflective shall be concealed using a grill/ mesh / similar mechanism to prevent vandalism and sheeting pilferage. the Logo of the manufacture shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
458	Km 0/0 - 5/655
459	Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2022 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro- cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% coefficient of Retro-reflection values as per table 6.90 of IRC 67-2022. The retro- reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2022. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42
460	Km 0/0 - 5/655
461	Providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retroreflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials,equipment, machineries to worksite, including all labour charges for fixing the gantry in position with allleads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. of size 12.00 m X 1.8 m
462	Km 0/0 - 5/655
463	Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
464	Km 0/0 - 5/655
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473	Total Value of Contract Including 18% of GST Contract Value of put to tender as per Estimate Please Enable Macros to View BoQ information

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Tender For Formation Of Byepass To Valangaiman Town At Km 0/0 - 5/655 (Tnj 106 ), Thanjavur-Tamil Nadu

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Tender For Formation Of Byepass To Valangaiman Town At Km 0/0 - 5/655 (Tnj 106 ), Thanjavur-Tamil Nadu

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