Construction Of Three Bridges In Bhagwanpur To Saratha Path, Construction Of Dilapidated Bridge Near The Bank In Dalpat To Dhangar Toli Path, Construction Of Rcc Bridge Near Shyambhari In Bajrajayram Path Going From Shyambhari To Piprapati, Construction O, Dhaka-Bihar

TDR : 51490815

Tender Notice
Corrigendum Details
BOQ

Expired

Dhaka , Bihar

Tender Brief : Corrigendum : Construction Of Three Bridges In Bhagwanpur To Saratha Path, Construction Of Dilapidated Bridge Near The Bank In Dalpat To Dhangar Toli Path, Construction Of Rcc Bridge Near Shyambhari In Bajrajayram Path Going From Shyambhari To Piprapati, Construction O

Document Fees
₹ 10000 /-

EMD
₹ 1704300.0 /-

Tender Value
₹ 8.52 Crore /-

Submission Date
20-11-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	17-10-2025	DateCorrigendum	Date	20-11-2025
2	07-10-2025	Corrigendum	Date	20-10-2025

Name of Work:Bhagwanpur se saratha path main teen pul ka nirman karya ,Dalpat se dhangar toli path me bank ke pas jarjar pul ka nirman karya,Shyambakhri se piparpati hote hue barajajayram path main shyambakhri ke pas main RCC pul ka nirman karya,Bhagwanpur se saratha path main teen pul ka nirman karya ,Mathiya se bhakurahiya path main shishwa mangal nahar par pul nirman karya,Dhaka pachpakri gurhenwa road se sarath tola path main rcc pul ka nirman karya

Sl. No.	Item Description
1	Bhagwanpur se saratha path main teen pul ka nirman karya
2	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
3	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
4	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
5	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
6	Sub Structure
7	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204PCC M-20 Grade
8	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
9	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204RCC M-25 Grade
10	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
11	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(With Sandy Materials )
12	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
13	Superstructure
14	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade
15	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
16	Parapet Construction Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( M25 )
17	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
18	Drainage spouts complete as per drawing and technical specifications Clause 1209
19	Approch slab : Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
20	PCC (M15) (Below Approach Slab) : P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
21	Protection work
22	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
23	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
24	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall
25	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-20 Grade
26	Clearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
27	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
28	Construction of Subgrade and Earthen Shoulders
29	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
30	Granular Sub-base with Well Graded Material (Table 400.1)
31	By Mix in Place Method
32	For Grading I Material
33	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
34	WBM Grading 3 (By Manual Means)
35	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
36	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
37	Tack Coat
38	Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
39	Mix Seal Surfacing Type B
40	Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
41	Informatiry Sign Board
42	Providing and Fixing \"Logo\" of Projectinformayory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
43	Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
44	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.
45	Sub Head : Diversion
46	Construction of Diverson & Earthen Dam
47	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
48	Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
49	Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
50	Add Labour @ 1% on Construction Cost:-
51	AddS.F on Basic Materials Cost :-
52	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
53	1st Year Maintenance cost
54	2st Year Maintenance cost
55	3st Year Maintenance cost
56	4st Year Maintenance cost
57	5st Year Maintenance cost
58	Add Labour @ 1% on Construction Cost:-
59	AddS.F on Basic Materials Cost :-
60	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
61	Dalpat se dhangar toli path me bank ke pas jarjar pul ka nirman karya
62	FOUNDATION
63	Excavation for Structures
64	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
65	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
66	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
67	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
68	SUBSTRUCTURE
69	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204PCC M-20 Grade
70	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
71	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204RCC M-25 Grade
72	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
73	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(With Sandy Materials )
74	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
75	Superstructure
76	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade
77	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
78	Parapet Construction Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( M25 )
79	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
80	Drainage spouts complete as per drawing and technical specifications Clause 1209
81	Approch slab : Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
82	PCC (M15) (Below Approach Slab) : P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
83	PROTECTION WORK
84	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
85	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
86	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall
87	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-20 Grade
88	Dismantling of Structures
89	Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
90	Head wall (2x10x1.8x0.4)
91	Deck Slab (1x10x4.5x0.4)
92	E. APPROCH ROAD
93	Clearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
94	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
95	100% of Embankment Material
96	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
97	Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
98	WBM Grading 3 (By Manual Means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
99	Prime Coat :- Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
100	Tack Coat :- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
101	Mix Seal Surfacing Type B Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
102	Providing and Fixing \"Logo\" of Projectinformayory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
103	Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
104	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
105	E. DIVERSION
106	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
107	Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
108	Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
109	Add Labour @ 1% on Construction Cost:-
110	AddS.F on Basic Materials Cost :-
111	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
112	1st Year Maintenance cost
113	2st Year Maintenance cost
114	3st Year Maintenance cost
115	4st Year Maintenance cost
116	5st Year Maintenance cost
117	Add Labour @ 1% on Construction Cost:-
118	AddS.F on Basic Materials Cost :-
119	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
120	Shyambakhri se piparpati hote hue barajajayram path main shyambakhri ke pas main RCC pul ka nirman karya
121	FOUNDATION
122	Excavation for Structures
123	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
124	I. Ordinary Soil
125	i) Upto 3m depth
126	Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
127	II. PCC Grade M-15 (Levelling Course for Pile Cap)
128	R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
129	Pile Cap in RCC M-30 (UsingBatching Plant, Transit Mixer and Concrete Pump)
130	Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
131	II. 1200 mm Dia(UsingBatching Plant, Transit Mixer and Concrete Pump)
132	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
133	Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
134	Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth @ Rs. 5526.00 for each Island.)
135	Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 225.00 per m for service Road.
136	Carrying out load testonany pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap aftertest and cleaning the site and maintaining complete records of load
137	a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
138	1.2 m Dia Pile
139	b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
140	1.2 m Dia Pile (2% of piles in total).
141	c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
142	1.2 m Dia Pile (2% ofpiles in total) .
143	SUBSTRUCTURE
144	R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
145	RCC M-30(UsingBatching Plant, Transit Mixer and Concrete Pump)
146	i) Upto 5m height (UsingBatching Plant, Transit Mixer and Concrete Pump)
147	ii) From 5m upto 10m height (UsingBatching Plant, Transit Mixer and Concrete Pump)
148	R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
149	RCC M-35(UsingBatching Plant, Transit Mixer and Concrete Pump)
150	ii) From 5m upto 10m height (UsingBatching Plant, Transit Mixer and Concrete Pump)
151	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
152	Supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
153	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
154	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
155	I) Sandy Material
156	Providing and laying filter media with granular crushedaggregates (Jhama Metal)as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
157	SUPERSTRUCTURE
158	Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
159	II. RCC M-30 (UsingBatching Plant, Transit Mixer and Concrete Pump)
160	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
161	Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
162	Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
163	Drainage Spouts complete as per drawing and technical specifications Clause 1209
164	P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
165	Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
166	Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm,complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation.)
167	Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
168	PROTECTION WORK
169	Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
170	Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
171	E. APPROCH ROAD
172	Clearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
173	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
174	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
175	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
176	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
177	Prime CoatProviding and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
178	Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
179	Mix Seal Surfacing Type B Providing , laying and rolling of open graded premix carpet of20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired line grade , and levelto serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
180	Providing and Fixing \"Logo\" of Projectinformayory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
181	Metal Beam Crash BarrierType - A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
182	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :-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.
183	E. DIVERSION
184	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
185	Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
186	Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
187	E. MISCLLANIOUS
188	DISMANTLING
189	Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
190	Add Labour @ 1% on Construction Cost:-
191	AddS.F on Basic Materials Cost :-
192	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
193	1st Year Maintenance cost
194	2st Year Maintenance cost
195	3st Year Maintenance cost
196	4st Year Maintenance cost
197	5st Year Maintenance cost
198	Add Labour @ 1% on Construction Cost:-
199	AddS.F on Basic Materials Cost :-
200	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
201	Bhagwanpur se saratha path main teen pul ka nirman karya
202	Foundation
203	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
204	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
205	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
206	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
207	Sub Structure
208	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204PCC M-20 Grade
209	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
210	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204RCC M-25 Grade
211	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
212	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(With Sandy Materials )
213	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
214	Superstructure
215	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade
216	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
217	Parapet Construction Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( M25 )
218	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
219	Drainage spouts complete as per drawing and technical specifications Clause 1209
220	Approch slab : Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
221	PCC (M15) (Below Approach Slab) : P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
222	Protection work
223	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
224	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
225	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall
226	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-20 Grade
227	Clearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
228	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
229	Construction of Subgrade and Earthen Shoulders
230	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
231	Granular Sub-base with Well Graded Material (Table 400.1)
232	By Mix in Place Method
233	For Grading I Material
234	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
235	WBM Grading 3 (By Manual Means)
236	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
237	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
238	Tack Coat
239	Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
240	Mix Seal Surfacing Type B
241	Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
242	Informatiry Sign Board
243	Providing and Fixing \"Logo\" of Projectinformayory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
244	Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
245	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.
246	Sub Head : Diversion
247	Construction of Diverson & Earthen Dam
248	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
249	Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
250	Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
251	Add Labour @ 1% on Construction Cost:-
252	AddS.F on Basic Materials Cost :-
253	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
254	1st Year Maintenance cost
255	2st Year Maintenance cost
256	3st Year Maintenance cost
257	4st Year Maintenance cost
258	5st Year Maintenance cost
259	Add Labour @ 1% on Construction Cost:-
260	AddS.F on Basic Materials Cost :-
261	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
262	Mathiya se bhakurahiya path main shishwa mangal nahar par pul nirman karya
263	FOUNDATION
264	Excavation for Structures
265	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
266	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
267	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
268	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
269	SUBSTRUCTURE
270	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204PCC M-20 Grade
271	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
272	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204RCC M-25 Grade
273	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
274	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(With Sandy Materials )
275	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
276	Superstructure
277	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade
278	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
279	Parapet Construction Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( M25 )
280	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
281	Drainage spouts complete as per drawing and technical specifications Clause 1209
282	Approch slab : Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
283	PCC (M15) (Below Approach Slab) : P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
284	PROTECTION WORK
285	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
286	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
287	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall
288	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-20 Grade
289	Dismantling of Structures
290	Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
291	Head wall (2x10x1.8x0.4)
292	Deck Slab (1x10x4.5x0.4)
293	E. APPROCH ROAD
294	Clearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
295	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
296	100% of Embankment Material
297	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
298	Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
299	WBM Grading 3 (By Manual Means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
300	Prime Coat :- Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
301	Tack Coat :- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
302	Mix Seal Surfacing Type B Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
303	Providing and Fixing \"Logo\" of Projectinformayory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
304	Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
305	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
306	E. DIVERSION
307	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
308	Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
309	Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
310	Add Labour @ 1% on Construction Cost:-
311	AddS.F on Basic Materials Cost :-
312	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
313	1st Year Maintenance cost
314	2st Year Maintenance cost
315	3st Year Maintenance cost
316	4st Year Maintenance cost
317	5st Year Maintenance cost
318	Add Labour @ 1% on Construction Cost:-
319	AddS.F on Basic Materials Cost :-
320	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
321	Dhaka pachpakri gurhenwa road se sarath tola path main rcc pul ka nirman karya
322	FOUNDATION
323	Excavation for Structures
324	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
325	i) Upto 3m depth
326	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
327	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
328	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
329	SUBSTRUCTURE
330	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204PCC M-20 Grade
331	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
332	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204RCC M-25 Grade
333	Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
334	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(With Sandy Materials )
335	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
336	Superstructure
337	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade
338	Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
339	Parapet Construction Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( M25 )
340	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
341	Drainage spouts complete as per drawing and technical specifications Clause 1209
342	Approch slab : Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
343	PCC (M15) (Below Approach Slab) : P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
344	PROTECTION WORK
345	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
346	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
347	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall
348	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC M-20 Grade
349	E. APPROCH ROAD
350	Clearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
351	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
352	100% of Embankment Material
353	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
354	Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
355	WBM Grading 3 (By Manual Means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
356	Prime Coat :- Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
357	Tack Coat :- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
358	Mix Seal Surfacing Type B Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
359	Providing and Fixing \"Logo\" of Projectinformayory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
360	Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
361	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
362	E. DIVERSION
363	Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
364	Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
365	Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
366	E. MISCLLANIOUS
367	Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)
368	Head wall (2x10x1.8x0.4)
369	Deck Slab (1x10x4.5x0.4)
370	Add Labour @ 1% on Construction Cost:-
371	AddS.F on Basic Materials Cost :-
372	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-
373	1st Year Maintenance cost
374	2st Year Maintenance cost
375	3st Year Maintenance cost
376	4st Year Maintenance cost
377	5st Year Maintenance cost
378	Add Labour @ 1% on Construction Cost:-
379	AddS.F on Basic Materials Cost :-
380	Add GST @ 18% on Sub Total Construction Cost (Including 1% Labour Cess &S.F):-

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Construction Of Three Bridges In Bhagwanpur To Saratha Path, Construction Of Dilapidated Bridge Near The Bank In Dalpat To Dhangar Toli Path, Construction Of Rcc Bridge Near Shyambhari In Bajrajayram Path Going From Shyambhari To Piprapati, Construction O, Dhaka-Bihar

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