Tender For Initial Rectification, Minor Improvement, Surface Renewal, Construction Of Bridge/Drainage /Protection Work Including Operation & Management For Rural Road Strengthening And Management Program Under Component Of Mukhya Mantri Gramin Sadak Unnay, Hilsa-Bihar

TDR : 50382969

Tender Notice
Corrigendum Details
BOQ

Expired

Hilsa , Bihar

Tender Brief : Corrigendum : Tender For Initial Rectification, Minor Improvement, Surface Renewal, Construction Of Bridge/Drainage /Protection Work Including Operation & Management For Rural Road Strengthening And Management Program Under Component Of Mukhya Mantri Gramin Sadak Unnay

Document Fees
₹ 10000 /-

EMD
₹ 2241000.0 /-

Tender Value
₹ 12.40 Crore /-

Submission Date
08-08-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	04-08-2025	SUDHI_PATRA	Other	08-08-2025
2	01-08-2025	Date Corrigendum	Date	08-08-2025

Name of Work: RRSMP -2025-26 - Hilsa/01

Sl. No.	Item Description
1	NAME OF ROAD - KORAWAN GHANABIGHA ROAD TO MANDACHH RAVIDAS TOLAClearing 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
2	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.
3	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
4	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
5	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
6	600 mm equilateral & triangle - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
7	600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
8	600 mm x 450 mm rectangular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
9	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. (PCC)
10	Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1
11	Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
12	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
13	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
14	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
15	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11
16	Brick Flat Soling in foundation:-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108
17	ProvidingPCC Grade M15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
18	Brick Masonary work in cement mortar (1:4) in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4
19	Providing and laying 1000 mm DiaRCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head
20	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
21	Providing 1.5 mm cementpunning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
22	ProvidingPCC Grade M15 for plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications
23	Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
24	RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
25	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
26	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
27	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight
28	Drainage spouts complete as per drawing and technical specifications Clause 1209.
29	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. Cement Concrete
30	Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar
31	Removing all types of Hume pipes and stackingincluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
32	ADD LABOUR CESS @ 1% (b)
33	SEIGNIORAGE FEE (c)
34	ADD GST @ 18% on (a+b+c)
35	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.
36	ADD LABOUR CESS @ 1% (b)
37	ADD GST @ 18% on (a+b+c)
38	1st Year Operation & Management Cost
39	2nd Year Operation & Management Cost
40	3rd Year Operation & Management Cost
41	4th Year Operation & Management Cost
42	6th Year Operation & Management Cost
43	7th Year Operation & Management Cost
44	ADD LABOUR CESS @ 1% (b)
45	SEIGNIORAGE FEE (c)
46	ADD GST @ 18% on (a+b+c)
47	NAME OF ROAD - EKANGAR BIHAR PATH KE PANCHMUHA PUL TO BHAGWAN BIGHA VIA BISHUNPUR SUKHED BIGHAClearing 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
48	Dismantling of Cement Concrete Pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately.
49	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5
50	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
51	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.
52	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. GRADING - II
53	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.
54	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.
55	MIX SEAL SURFACING - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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.
56	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
57	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
58	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
59	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
60	600 mm equilateral & triangle - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
61	600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
62	600 mm x 450 mm rectangular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
63	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
64	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. (BT)
65	Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1
66	Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
67	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
68	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
69	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
70	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11
71	Brick Flat Soling in foundation:-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108
72	ProvidingPCC Grade M15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
73	Brick Masonary work in cement mortar (1:4) in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4
74	Providing and laying 1000 mm DiaRCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head
75	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
76	Providing 1.5 mm cementpunning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
77	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. Cement Concrete
78	Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar
79	Removing all types of Hume pipes and stackingincluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
80	ADD LABOUR CESS @ 1% (b)
81	SEIGNIORAGE FEE (c)
82	ADD GST @ 18% on (a+b+c)
83	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.
84	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
85	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
86	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.
87	ADD LABOUR CESS @ 1% (b)
88	SEIGNIORAGE FEE (c)
89	ADD GST @ 18% on (a+b+c)
90	1st Year Operation & Management Cost
91	2nd Year Operation & Management Cost
92	3rd Year Operation & Management Cost
93	4th Year Operation & Management Cost
94	6th Year Operation & Management Cost
95	7th Year Operation & Management Cost
96	ADD LABOUR CESS @ 1% (b)
97	SEIGNIORAGE FEE (c)
98	ADD GST @ 18% on (a+b+c)
99	NAME OF ROAD - TELHARA ISLAMPUR PATH SONIYAVA TO SAIDPURClearing 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
100	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5
101	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
102	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.
103	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. GRADING - II
104	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.
105	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.
106	MIX SEAL SURFACING - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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.
107	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
108	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
109	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
110	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
111	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
112	600 mm equilateral & triangle - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
113	600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
114	600 mm x 450 mm rectangular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
115	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
116	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. (BT)
117	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. (PCC)
118	Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1
119	Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
120	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
121	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
122	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. Cement Concrete
123	Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar
124	Removing all types of Hume pipes and stackingincluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
125	ADD LABOUR CESS @ 1% (b)
126	SEIGNIORAGE FEE (c)
127	ADD GST @ 18% on (a+b+c)
128	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.
129	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
130	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
131	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.
132	ADD LABOUR CESS @ 1% (b)
133	SEIGNIORAGE FEE (c)
134	ADD GST @ 18% on (a+b+c)
135	1st Year Operation & Management Cost
136	2nd Year Operation & Management Cost
137	3rd Year Operation & Management Cost
138	4th Year Operation & Management Cost
139	6th Year Operation & Management Cost
140	7th Year Operation & Management Cost
141	ADD LABOUR CESS @ 1% (b)
142	SEIGNIORAGE FEE (c)
143	ADD GST @ 18% on (a+b+c)
144	NAME OF ROAD - EKANGAR BIHAR DHURGAWN PMGSY TO RAMCHANDARPURClearing 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
145	Dismantling of Cement Concrete Pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately.
146	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5
147	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
148	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.
149	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. GRADING - II
150	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.
151	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.
152	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
153	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
154	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
155	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
156	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
157	600 mm equilateral & triangle - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
158	600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
159	600 mm x 450 mm rectangular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
160	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
161	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. (BT)
162	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. (PCC)
163	Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1
164	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
165	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11
166	Brick Flat Soling in foundation:-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108
167	ProvidingPCC Grade M15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
168	Brick Masonary work in cement mortar (1:4) in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4
169	Providing and laying 1000 mm DiaRCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head
170	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
171	Providing 1.5 mm cementpunning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
172	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. Cement Concrete
173	Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar
174	Removing all types of Hume pipes and stackingincluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
175	ADD LABOUR CESS @ 1% (b)
176	SEIGNIORAGE FEE (c)
177	ADD GST @ 18% on (a+b+c)
178	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.
179	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
180	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
181	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.
182	ADD LABOUR CESS @ 1% (b)
183	SEIGNIORAGE FEE (c)
184	ADD GST @ 18% on (a+b+c)
185	1st Year Operation & Management Cost
186	2nd Year Operation & Management Cost
187	3rd Year Operation & Management Cost
188	4th Year Operation & Management Cost
189	6th Year Operation & Management Cost
190	7th Year Operation & Management Cost
191	ADD LABOUR CESS @ 1% (b)
192	SEIGNIORAGE FEE (c)
193	ADD GST @ 18% on (a+b+c)
194	NAME OF ROAD - KAILA BIGHA MANSINGPUR ROAD TO JAITIPURClearing 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
195	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5
196	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
197	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.
198	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. GRADING - II
199	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.
200	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.
201	MIX SEAL SURFACING - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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.
202	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
203	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
204	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
205	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
206	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
207	600 mm equilateral & triangle - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
208	600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
209	600 mm x 450 mm rectangular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
210	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
211	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. (BT)
212	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. (PCC)
213	Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1
214	Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
215	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
216	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
217	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
218	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11
219	Brick Flat Soling in foundation:-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108
220	ProvidingPCC Grade M15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
221	ProvidingPCC Grade M15 for plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications
222	Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
223	RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
224	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
225	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
226	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight
227	Drainage spouts complete as per drawing and technical specifications Clause 1209.
228	ADD LABOUR CESS @ 1% (b)
229	SEIGNIORAGE FEE (c)
230	ADD GST @ 18% on (a+b+c)
231	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.
232	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
233	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
234	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.
235	ADD LABOUR CESS @ 1% (b)
236	SEIGNIORAGE FEE (c)
237	ADD GST @ 18% on (a+b+c)
238	1st Year Operation & Management Cost
239	2nd Year Operation & Management Cost
240	3rd Year Operation & Management Cost
241	4th Year Operation & Management Cost
242	6th Year Operation & Management Cost
243	7th Year Operation & Management Cost
244	ADD LABOUR CESS @ 1% (b)
245	SEIGNIORAGE FEE (c)
246	ADD GST @ 18% on (a+b+c)
247	NAME OF ROAD - EKANGAR BIHAR ROAD TO VILL SAIDALI BIGHA TO RAMCHANDAR MASTER HOUSEClearing 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
248	Scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
249	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5
250	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
251	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.
252	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. GRADING - II
253	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.
254	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.
255	MIX SEAL SURFACING - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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.
256	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
257	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
258	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
259	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
260	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
261	600 mm equilateral & triangle - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
262	600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
263	600 mm x 450 mm rectangular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
264	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
265	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. (BT)
266	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. (PCC)
267	Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1
268	Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
269	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
270	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
271	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
272	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11
273	ProvidingPCC Grade M15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
274	ProvidingPCC Grade M15 for plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications
275	Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
276	RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
277	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
278	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
279	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight
280	Drainage spouts complete as per drawing and technical specifications Clause 1209.
281	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. Cement Concrete
282	Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar
283	Removing all types of Hume pipes and stackingincluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
284	ADD LABOUR CESS @ 1% (b)
285	SEIGNIORAGE FEE (c)
286	ADD GST @ 18% on (a+b+c)
287	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.
288	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
289	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
290	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.
291	ADD LABOUR CESS @ 1% (b)
292	SEIGNIORAGE FEE (c)
293	ADD GST @ 18% on (a+b+c)
294	1st Year Operation & Management Cost
295	2nd Year Operation & Management Cost
296	3rd Year Operation & Management Cost
297	4th Year Operation & Management Cost
298	6th Year Operation & Management Cost
299	7th Year Operation & Management Cost
300	ADD LABOUR CESS @ 1% (b)
301	SEIGNIORAGE FEE (c)
302	ADD GST @ 18% on (a+b+c)
303	NAME OF ROAD - EKANGAR BIHAR ROAD DHUGAWN NEAR PMGSY ROAD TO MUSHARIClearingandGrubbingRoadLand(Bymanualmeans) includinguprootingwildvegetation,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 auctioneduptoaleadof1000mincludingremovaland disposal of top organic soil not exeeding 150mm in thickness aspertechnicalspecificationclause201.1 and directionof
304	Scarifying the existing bituminous road surface and disposalof scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
305	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transportingtosite,spreading,gradingtorequired slopeandcompactedtomeetrequirementofTable300.2 with lead upto 1000 m as per Technical Specification.
306	WBMGRADING-III-Providing,laying,spreadingand compactingstoneaggregatesofspecificsizestowater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80- 100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.
307	Constructionofun-reinforced,doweljointed,plaincement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conformingtoIS383,maximumsizeofcoarseaggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finishedinacontinuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant,debondingstrip,dowelbar,tierod,admixturesas approved, curing compound, finishing to lines and grades as
308	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position includingpaintingandprinting,etcasperdrawingandtechnical specification clause 1703.
309	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawingand technical specification clause 1703.
310	600 mm equilateral & triangle - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvide Clause1701.2.3 fixedover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by meansofproperlydesignedfoundationwithM15grade cementconcrete450mmx450mmx600mm,600mm below ground level as perdrawings and Technical
311	600 mm circular - Providing and fixing of retro-reflectorised cautionary,mandatoryandinformatorysignasperIRC:67 madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designedfoundationwithM15gradecementconcrete450 mm x 450 mm x 600 mm, 600 mm below ground level as per
312	600 mm x 450 mm rectangular - Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvide Clause1701.2.3 fixedover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by meansofproperlydesignedfoundationwithM15grade cementconcrete450mmx450mmx600mm,600mm below ground level as perdrawings and Technical
313	Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads@ 250 gms persqmarea,thicknessof2.5mmisexclusiveofsurface appliedglassbeadsasperIRC:35.Thefinishedsurfaceto be level, uniform and free from streaks and holes. (PCC)
314	ProvidingandfixingoftypicalMMGSYinformatorysign boardwithLogoasperMORDspecificationsanddrawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm.Theangleironframeofthelower most plate 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 x450mmx600mm,600mmbelowgroundlevel. Thetop most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameledonbothsides. Letteringandprintingarrows, border etc. will be painted with ready mixed synthetic enamel paintofsuperiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause
315	Brick masonry work in cement mortar 1:3 in parapetexcluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
316	Plasteringwithcementmortar(1:4)onbrickworkinsub-structure as per Technical Specifications
317	Paintingtwocoatsincludingprimercoatafterfillingthe surfacewithsyntheticenamelpaintinallshadesonnew, plastered / concrete surfaces as per drawing and TechnicalSpecification Clause 1701
318	ADD LABOUR CESS @ 1% (b)
319	SEIGNIORAGE FEE (c)
320	ADD GST @ 18% on (a+b+c)
321	Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 gms persqmarea,thicknessof2.5mmisexclusiveofsurface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
322	ADD LABOUR CESS @ 1% (b)
323	ADD GST @ 18% on (a+b+c)
324	1st Year Operation & Management Cost
325	2nd Year Operation & Management Cost
326	3rd Year Operation & Management Cost
327	4th Year Operation & Management Cost
328	6th Year Operation & Management Cost
329	7th Year Operation & Management Cost
330	ADD LABOUR CESS @ 1% (b)
331	SEIGNIORAGE FEE (c)
332	ADD GST @ 18% on (a+b+c)
333	NAME OF ROAD - EKANGAR RSALPUR SADAK TO DHARAMPURClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
334	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
335	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
336	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
337	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
338	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
339	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
340	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
341	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
342	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
343	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
344	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
345	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
346	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
347	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
348	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
349	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
350	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
351	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
352	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
353	Brickmasonryworkincementmortar1:3inparapetexcludingpointingand plasteringasperdrawingand technical specifications Clauses 600, 900 and 1208.4
354	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
355	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
356	Earthworkinexcavationforfoundationofstructures upto 3.0 m depth as per drawing and technicalspecification clause 1104
357	SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11
358	BrickFlatSolinginfoundation:--BrickFlatSolinginfoundationTrenchesasperdrawingandtechnical specification Clause 1108
359	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
360	BrickMasonaryworkincementmortar(1:4)inhead wallcompleteasperdrawingandtechnicalspecification clause 1109 in cement mortar 1:4
361	Providing and laying 1000 mm DiaRCC pipe NP-3 for culvertson first classbeddingofPCCM10(1:3:6)in singlerowincludingfixingcollarwithcementmortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works inhead
362	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
363	Providing1.5mmcement punningincludingcuringcarriage of water with all leads and lifts as per building specification and direction of E/I
364	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete
365	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar
366	Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe
367	ADD LABOUR CESS @ 1% (b)
368	SEIGNIORAGE FEE (c)
369	ADD GST @ 18% on (a+b+c)
370	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
371	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
372	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
373	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
374	ADD LABOUR CESS @ 1% (b)
375	SEIGNIORAGE FEE (c)
376	ADD GST @ 18% on (a+b+c)
377	1st Year Operation & Management Cost
378	2nd Year Operation & Management Cost
379	3rd Year Operation & Management Cost
380	4th Year Operation & Management Cost
381	6th Year Operation & Management Cost
382	7th Year Operation & Management Cost
383	ADD LABOUR CESS @ 1% (b)
384	SEIGNIORAGE FEE (c)
385	ADD GST @ 18% on (a+b+c)
386	NAME OF ROAD - TELHARA MEENA BAZAR ROAD TO KANJASClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
387	Scarifyingtheexistingbituminousroadsurfaceand disposalofscarifiedmaterial witha liftupto 3mand lead upto 1000 m as per Technical SpecificationClause 301.4.
388	Excavationforroadworkinsoilwithhydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, gradesandcross-sections,andtransportingtothe embankmentlocationwithaliftupto1.5mandlead upto1000masperTechnicalSpecificationClause
389	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
390	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
391	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
392	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
393	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
394	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
395	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
396	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
397	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
398	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
399	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
400	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
401	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
402	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
403	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
404	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
405	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
406	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
407	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
408	Brickmasonryworkincementmortar1:3inparapet excludingpointingand plasteringasperdrawingandtechnical specifications Clauses 600, 900 and 1208.4
409	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
410	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
411	Earthworkinexcavationforfoundationofstructures upto 3.0 m depth as per drawing and technicalspecification clause 1104
412	SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11
413	BrickFlatSolinginfoundation:--BrickFlatSolinginfoundationTrenchesasperdrawingandtechnical specification Clause 1108
414	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
415	BrickMasonaryworkincementmortar(1:4)inhead wallcompleteasperdrawingandtechnicalspecification clause 1109 in cement mortar 1:4
416	Providing and laying 1000 mm DiaRCC pipe NP-3 for culvertson first classbeddingofPCCM10(1:3:6)in singlerowincludingfixingcollarwithcementmortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works inhead
417	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
418	Providing1.5mmcement punningincludingcuring carriage of water with all leads and lifts as per buildingspecification and direction of E/I
419	ProvidingPCC Grade M15 for plain/reinforcedconcreteinSubStructurecompleteasperdrawings and technical specifications
420	Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204
421	RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5
422	Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,return wallwith100mmdiaACpipeextendingthroughthe fullwidthofthestructureswithslopeof1(V):20(H) towardsdrawingfacecompleteasperdrawingand technical specification Clauses 614, 709, 1204.3.7
423	Supplying, fitting and placing HYSD bar reinforcementin super-structure complete as per drawing and technical specifications
424	Providingandfillingjointsealingcompoundasperdrawings and technical specifications with coarse sand and 6 per centbitumen by weight
425	Drainage spouts complete as per drawing andtechnical specifications Clause 1209.
426	ADD LABOUR CESS @ 1% (b)
427	SEIGNIORAGE FEE (c)
428	ADD GST @ 18% on (a+b+c)
429	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
430	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
431	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
432	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
433	ADD LABOUR CESS @ 1% (b)
434	SEIGNIORAGE FEE (c)
435	ADD GST @ 18% on (a+b+c)
436	1st Year Operation & Management Cost
437	2nd Year Operation & Management Cost
438	3rd Year Operation & Management Cost
439	4th Year Operation & Management Cost
440	6th Year Operation & Management Cost
441	7th Year Operation & Management Cost
442	ADD LABOUR CESS @ 1% (b)
443	SEIGNIORAGE FEE (c)
444	ADD GST @ 18% on (a+b+c)
445	NAME OF ROAD - EKANGAR BIHAR RASISA PMGSY ROAD PRIMARY SCHOOL TO CHAKMUSHARIClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
446	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
447	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
448	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
449	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
450	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
451	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
452	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
453	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
454	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
455	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
456	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
457	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
458	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
459	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
460	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
461	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
462	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
463	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
464	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
465	Brickmasonryworkincementmortar1:3inparapet excludingpointingand plasteringasperdrawingandtechnical specifications Clauses 600, 900 and 1208.4
466	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
467	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
468	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete
469	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar
470	Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe
471	ADD LABOUR CESS @ 1% (b)
472	SEIGNIORAGE FEE (c)
473	ADD GST @ 18% on (a+b+c)
474	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
475	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
476	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
477	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
478	ADD LABOUR CESS @ 1% (b)
479	SEIGNIORAGE FEE (c)
480	ADD GST @ 18% on (a+b+c)
481	1st Year Operation & Management Cost
482	2nd Year Operation & Management Cost
483	3rd Year Operation & Management Cost
484	4th Year Operation & Management Cost
485	6th Year Operation & Management Cost
486	7th Year Operation & Management Cost
487	ADD LABOUR CESS @ 1% (b)
488	SEIGNIORAGE FEE (c)
489	ADD GST @ 18% on (a+b+c)
490	NAME OF ROAD - TELHARA ISLAMPUR ROAD TO MATH PARClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
491	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
492	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
493	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
494	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
495	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
496	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
497	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
498	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
499	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
500	Brickmasonryworkincementmortar1:3inparapetexcludingpointingand plasteringasperdrawingand technical specifications Clauses 600, 900 and 1208.4
501	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
502	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
503	ADD LABOUR CESS @ 1% (b)
504	SEIGNIORAGE FEE (c)
505	ADD GST @ 18% on (a+b+c)
506	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
507	ADD LABOUR CESS @ 1% (b)
508	ADD GST @ 18% on (a+b+c)
509	1st Year Operation & Management Cost
510	2nd Year Operation & Management Cost
511	3rd Year Operation & Management Cost
512	4th Year Operation & Management Cost
513	6th Year Operation & Management Cost
514	7th Year Operation & Management Cost
515	ADD LABOUR CESS @ 1% (b)
516	SEIGNIORAGE FEE (c)
517	ADD GST @ 18% on (a+b+c)
518	NAME OF ROAD - DHANHAR MMGSY ROOAD TO INJORI BIGHA CHAURAI SCHOOL (TORAL BIGHA)Clearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
519	Scarifyingtheexistingbituminousroadsurfaceand disposalofscarifiedmaterial witha liftupto 3mand lead upto 1000 m as per Technical SpecificationClause 301.4.
520	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
521	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
522	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
523	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
524	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
525	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
526	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
527	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
528	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
529	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
530	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
531	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
532	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
533	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
534	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
535	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
536	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
537	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
538	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
539	Brickmasonryworkincementmortar1:3inparapetexcludingpointingand plasteringasperdrawingand technical specifications Clauses 600, 900 and 1208.4
540	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
541	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
542	ADD LABOUR CESS @ 1% (b)
543	SEIGNIORAGE FEE (c)
544	ADD GST @ 18% on (a+b+c)
545	Constructionofsubgradeandearthenshoulderswith
546	Providingand applyingtack coat with bitumen
547	Providing and laying semi dense bituminous concrete
548	Providing and laying of hot applied thermoplastic
549	ADD LABOUR CESS @ 1% (b)
550	SEIGNIORAGE FEE (c)
551	ADD GST @ 18% on (a+b+c)
552	1st Year Operation & Management Cost
553	2nd Year Operation & Management Cost
554	3rd Year Operation & Management Cost
555	4th Year Operation & Management Cost
556	6th Year Operation & Management Cost
557	7th Year Operation & Management Cost
558	ADD LABOUR CESS @ 1% (b)
559	SEIGNIORAGE FEE (c)
560	ADD GST @ 18% on (a+b+c)
561	NAME OF ROAD - PENDAPUR DANIYAWAN TO JANKI BIGHAClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
562	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
563	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
564	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
565	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
566	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
567	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
568	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
569	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
570	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
571	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
572	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
573	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
574	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
575	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
576	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
577	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
578	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
579	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
580	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
581	Earthworkinexcavationforfoundationofstructuresupto 3.0 m depth as per drawing and technical specification clause 1104
582	SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11
583	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
584	ProvidingPCC Grade M15 for plain/reinforced concreteinSubStructurecompleteasperdrawingsand technical specifications
585	Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204
586	RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5
587	Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,return wallwith100mmdiaACpipeextendingthroughthe fullwidthofthestructureswithslopeof1(V):20(H) towardsdrawingfacecompleteasperdrawingand technical specification Clauses 614, 709, 1204.3.7
588	Supplying, fitting and placing HYSD bar reinforcementin super-structure complete as per drawing and technical specifications
589	Providingandfillingjointsealingcompoundasperdrawings and technical specifications with coarse sand and 6 per centbitumen by weight
590	Drainage spouts complete as per drawing andtechnical specifications Clause 1209.
591	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete
592	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar
593	Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe
594	ADD LABOUR CESS @ 1% (b)
595	SEIGNIORAGE FEE (c)
596	ADD GST @ 18% on (a+b+c)
597	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
598	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
599	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
600	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
601	ADD LABOUR CESS @ 1% (b)
602	SEIGNIORAGE FEE (c)
603	ADD GST @ 18% on (a+b+c)
604	1st Year Operation & Management Cost
605	2nd Year Operation & Management Cost
606	3rd Year Operation & Management Cost
607	4th Year Operation & Management Cost
608	6th Year Operation & Management Cost
609	7th Year Operation & Management Cost
610	ADD LABOUR CESS @ 1% (b)
611	SEIGNIORAGE FEE (c)
612	ADD GST @ 18% on (a+b+c)
613	NAME OF ROAD - KOSHIYAWAN NEW ROAD TO PARTHU MATHClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
614	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
615	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
616	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
617	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
618	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
619	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
620	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
621	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
622	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
623	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
624	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
625	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
626	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
627	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
628	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for oneyear
629	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
630	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
631	Brickmasonryworkincementmortar1:3inparapet excludingpointingand plasteringasperdrawingandtechnical specifications Clauses 600, 900 and 1208.4
632	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
633	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
634	ADD LABOUR CESS @ 1% (b)
635	SEIGNIORAGE FEE (c)
636	ADD GST @ 18% on (a+b+c)
637	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
638	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
639	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
640	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
641	ADD LABOUR CESS @ 1% (b)
642	SEIGNIORAGE FEE (c)
643	ADD GST @ 18% on (a+b+c)
644	1st Year Operation & Management Cost
645	2nd Year Operation & Management Cost
646	3rd Year Operation & Management Cost
647	4th Year Operation & Management Cost
648	6th Year Operation & Management Cost
649	7th Year Operation & Management Cost
650	ADD LABOUR CESS @ 1% (b)
651	SEIGNIORAGE FEE (c)
652	ADD GST @ 18% on (a+b+c)
653	NAME OF ROAD - HASEPUR MORE TO GONDAR BIGHAClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
654	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
655	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
656	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
657	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
658	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
659	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
660	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
661	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
662	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
663	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
664	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
665	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
666	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
667	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
668	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
669	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
670	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
671	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
672	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
673	Brickmasonryworkincementmortar1:3inparapetexcludingpointingand plasteringasperdrawingand technical specifications Clauses 600, 900 and 1208.4
674	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
675	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
676	Earthworkinexcavationforfoundationofstructures upto 3.0 m depth as per drawing and technicalspecification clause 1104
677	SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11
678	BrickFlatSolinginfoundation:--BrickFlatSolinginfoundationTrenchesasperdrawingandtechnical specification Clause 1108
679	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
680	BrickMasonaryworkincementmortar(1:4)inhead wallcompleteasperdrawingandtechnicalspecification clause 1109 in cement mortar 1:4
681	Providing and laying 1000 mm DiaRCC pipe NP-3 for culvertson first classbeddingofPCCM10(1:3:6)in singlerowincludingfixingcollarwithcementmortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works inhead
682	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
683	Providing1.5mmcement punningincludingcuringcarriage of water with all leads and lifts as per building specification and direction of E/I
684	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete
685	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar
686	Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe
687	ADD LABOUR CESS @ 1% (b)
688	SEIGNIORAGE FEE (c)
689	ADD GST @ 18% on (a+b+c)
690	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
691	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
692	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
693	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
694	ADD LABOUR CESS @ 1% (b)
695	SEIGNIORAGE FEE (c)
696	ADD GST @ 18% on (a+b+c)
697	1st Year Operation & Management Cost
698	2nd Year Operation & Management Cost
699	3rd Year Operation & Management Cost
700	4th Year Operation & Management Cost
701	6th Year Operation & Management Cost
702	7th Year Operation & Management Cost
703	ADD LABOUR CESS @ 1% (b)
704	SEIGNIORAGE FEE (c)
705	ADD GST @ 18% on (a+b+c)
706	NAME OF ROAD - MANSINGH PUR TO BARARIClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
707	Scarifyingtheexistingbituminousroadsurfaceand disposalofscarifiedmaterial witha liftupto 3mand lead upto 1000 m as per Technical SpecificationClause 301.4.
708	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
709	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
710	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
711	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
712	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
713	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
714	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
715	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
716	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
717	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
718	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
719	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
720	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
721	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
722	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
723	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
724	ADD LABOUR CESS @ 1% (b)
725	SEIGNIORAGE FEE (c)
726	ADD GST @ 18% on (a+b+c)
727	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
728	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
729	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
730	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
731	ADD LABOUR CESS @ 1% (b)
732	SEIGNIORAGE FEE (c)
733	ADD GST @ 18% on (a+b+c)
734	1st Year Operation & Management Cost
735	2nd Year Operation & Management Cost
736	3rd Year Operation & Management Cost
737	4th Year Operation & Management Cost
738	6th Year Operation & Management Cost
739	7th Year Operation & Management Cost
740	ADD LABOUR CESS @ 1% (b)
741	SEIGNIORAGE FEE (c)
742	ADD GST @ 18% on (a+b+c)
743	NAME OF ROAD - JAGAI KHUSHHALPUR ROAD TO CHANDAPUR VIA KHANPUR VILLAGEClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
744	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
745	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
746	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
747	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
748	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
749	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
750	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
751	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
752	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
753	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
754	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
755	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
756	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
757	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
758	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
759	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
760	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
761	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
762	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be painted withprimerandtwocoatsofepoxypaintasperdrawing Clause 1701 and Annexure 1700.1
763	Brickmasonryworkincementmortar1:3inparapet excludingpointingand plasteringasperdrawingand technical specifications Clauses 600, 900 and 1208.4
764	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
765	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
766	Earthworkinexcavationforfoundationofstructures upto 3.0 m depth as per drawing and technicalspecification clause 1104
767	SandFillinginFoundationTrenchesasperdrawingand technicalspecificationClause 1108 - rate as per item No. 11.2 (I) of Chapter 11
768	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
769	ProvidingPCC Grade M15 for plain/reinforced concreteinSubStructurecompleteasperdrawingsand technical specifications
770	Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204
771	RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5
772	Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,return wallwith100mmdiaACpipeextendingthroughthe fullwidthofthestructureswithslopeof1(V):20(H) towardsdrawingfacecompleteasperdrawingand technical specification Clauses 614, 709, 1204.3.7
773	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing andtechnical specifications
774	Providingandfillingjointsealingcompoundasper drawings and technical specifications with coarse sandand 6 per centbitumen by weight
775	Drainage spouts complete as per drawing andtechnical specifications Clause 1209.
776	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete
777	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar
778	Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe
779	ADD LABOUR CESS @ 1% (b)
780	SEIGNIORAGE FEE (c)
781	ADD GST @ 18% on (a+b+c)
782	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
783	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
784	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
785	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
786	ADD LABOUR CESS @ 1% (b)
787	SEIGNIORAGE FEE (c)
788	ADD GST @ 18% on (a+b+c)
789	1st Year Operation & Management Cost
790	2nd Year Operation & Management Cost
791	3rd Year Operation & Management Cost
792	4th Year Operation & Management Cost
793	6th Year Operation & Management Cost
794	7th Year Operation & Management Cost
795	ADD LABOUR CESS @ 1% (b)
796	SEIGNIORAGE FEE (c)
797	ADD GST @ 18% on (a+b+c)
798	NAME OF ROAD - KAJI BIGHA ROAD TO RANIPUR KALAClearingandGrubbingRoadLand(Bymanualmeans) including uprooting wild vegetation, grass, bushes, shrubs, saplingsandtreesof girthupto300mm,removalsof stumpsofsuchtreescutearlier&disposalof unserviceablematerials&stackingofserviceable materials to be used or auctioned upto a lead of 1000 m includingremovalanddisposaloftoporganicsoilnot exeeding150mminthicknessaspertechnical
799	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and300.2 with a lead upto 100 m as per TechnicalSpecification Clause 301.5
800	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and300.2 with a lead upto 1000 m as per TechnicalSpecification Clause 301.5
801	Construction of subgrade and earthen shoulders with approvedmaterialobtainedfromborrowpitswithalllifts and leads, transporting to site,spreading, grading to requiredslopeandcompactedtomeetrequirementof Table300.2withleadupto1000masperTechnicalSpecification.
802	Construction of granular sub-base by providing well gradedmaterial,spreadinginuniformlayerswithmotor grader on prepared surface, mixing by mix in place methodwithrotavator atOMC,andcompactingwith smooth wheel rollertoachievethe desireddensity, complete as per Technical Specification Clause 401.GRADING - II
803	WBMGRADING-III-Providing,laying,spreadingand compactingstoneaggregatesofspecificsizestowater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheelroller80-100kNinstagestopropergradeand camber, applying and brooming, stone screening to fill-up theintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
804	Providing and applying primer coat with Bitumen emulsion (SS-1) onpreparedsurfaceofgranularbaseincluding cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as perTechnical Specification Clause 502.
805	MIX SEALSURFACING- Providing, laying and rolling of close-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2mmto0.9mm(Type-B) aggregatesusingpenetrationgradebitumentorequired line,gradeandleveltoserveaswearingcourseona previouslypreparedbase,includingmixinginasuitable plant, laying and rolling with a three wheel 8-10 kN static rollerandfinishingtorequiredlevelandgradesasper
806	Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorat therate of0.25 to0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as pertechnical specification aclouse 503.
807	Providing and laying semi dense bituminous concrete with 100-120TPHbatchtypeHMPproducinganaverage output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to worksite,layingwithahydrostaticpaverfinisherwith sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
808	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixingplantasperapprovedmixdesign,transportedto site,laidwithafixedformorslipformpaver,spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction andlongitudinaljoints,jointfiller,separationmembrane, sealantprimer,jointsealant,debondingstrip,dowelbar, tie rod, admixtures as approved, curing compound,
809	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703.
810	200MStone-ReinforcedcementconcreteM15grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703.
811	600mmequilateral&triangle-Providingandfixingof retro-reflectorisedcautionary,mandatoryandinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminiumsheeting,1.5mmthicksupportedonamild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed tothegroundby meansofproperly designedfoundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm,600mmbelowgroundlevelasper drawingsand
812	600mmcircular-Providingandfixingofretro- reflectorisedcautionary,mandatoryandinformatorysign asperIRC:67madeofencapsulatedlenstypereflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5mmthicksupportedonamildsteelangle ironpost75mmx75mmx6mmfirmlyfixedtothe groundbymeansofproperlydesignedfoundationwith M15gradecementconcrete450mmx450mmx600 mm,600mmbelowgroundlevelasper drawingsand
813	600mmx450mmrectangular-Providingandfixingof retro-reflectorisedcautionary,mandatoryandinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminiumsheeting,1.5mmthicksupportedonamild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed tothegroundby meansofproperly designedfoundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm,600mmbelowgroundlevelasper drawingsand
814	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayedfarmyard/sludgemanure, plantingthesaplings, backfillingthetrench,watering,fixingthetreeguardandmaintaining the plants for one year
815	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsasper IRC:35.The finished surface to be level, uniform and freefrom streaks and holes. (BT)
816	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsasper IRC:35.The finished surface to be level, uniform and freefrom streaks and holes. (PCC)
817	ProvidingandfixingoftypicalMMGSYinformatorysign board with Logo as per MORD specifications and drawing. ThreeMSPlatesof1.6mmthick,topandmiddleplate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will beweldedto2nos.75mmx75mmof12SWGsheet tubespostsdulyembeddedincementconcreteM-15 gradeblocksof450mmx450mmx600mm,600mm belowgroundlevel. Thetopmostdiamondplatewillbe welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides. Letteringandprintingarrows,borderetc.willbepainted with ready mixed synthetic enamel 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 ofepoxy paint as per drawing Clause 1701 and Annexure
818	Brickmasonryworkincementmortar1:3inparapet excludingpointingandplasteringasperdrawingandtechnical specifications Clauses 600, 900 and 1208.4
819	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
820	Paintingtwocoatsincludingprimercoatafterfillingthe surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
821	ADD LABOUR CESS @ 1% (b)
822	SEIGNIORAGE FEE (c)
823	ADD GST @ 18% on (a+b+c)
824	Construction of subgrade and earthen shoulders with approvedmaterialobtainedfromborrowpitswithalllifts and leads, transporting to site,spreading, grading to requiredslopeandcompactedtomeetrequirementof Table300.2withleadupto1000masperTechnicalSpecification.
825	Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorat therate of0.25 to0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as pertechnical specification aclouse 503.
826	Providing and laying semi dense bituminous concrete with 100-120TPHbatchtypeHMPproducinganaverage output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to worksite,layingwithahydrostaticpaverfinisherwith sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
827	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusiveofsurfaceappliedglassbeadsasperIRC:35.Thefinishedsurfacetobelevel,uniformandfreefromstreaks and holes.
828	ADD LABOUR CESS @ 1% (b)
829	SEIGNIORAGE FEE (c)
830	ADD GST @ 18% on (a+b+c)
831	1st Year Operation & Management Cost
832	2nd Year Operation & Management Cost
833	3rd Year Operation & Management Cost
834	4th Year Operation & Management Cost
835	6th Year Operation & Management Cost
836	7th Year Operation & Management Cost
837	ADD LABOUR CESS @ 1% (b)
838	SEIGNIORAGE FEE (c)
839	ADD GST @ 18% on (a+b+c)
840	NAME OF ROAD - BANS BIGHA-GHANA BIGHA PATH TO GONAI BIGHAClearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
841	Excavationforroadworkinsoilwithhydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, gradesandcross-sections,andtransportingtothe embankmentlocationwithaliftupto1.5mandlead upto1000masperTechnicalSpecificationClause
842	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
843	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
844	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
845	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
846	WBM GRADING - III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill uptheintersticesofcoarseaggregate,wateringand compactingtotherequireddensityGrading3asper
847	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
848	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
849	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
850	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
851	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
852	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
853	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
854	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
855	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
856	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
857	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
858	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
859	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
860	ProvidingandfixingoftypicalMMGSYinformatory sign board with Logo as per MORD specifications and drawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded withMSangleironframeof25mmx25mmx5mm. The angle iron frame of the lower most plate and flat ironframeofmiddleplatewillbeweldedto2nos. 75mmx75mmof12SWGsheettubespostsduly embeddedincementconcreteM-15gradeblocksof 450mmx450mmx600mm,600mmbelowground level. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.AllM.S. willbe stoveenameledonboth sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamelpaintof superiorqualityinrequiredshadeandcolour. All sections of framed posts and steel tube will be paintedwith primer and two coats of epoxy paint as per
861	Earthworkinexcavationforfoundationofstructures upto 3.0 m depth as per drawing and technicalspecification clause 1104
862	SandFillinginFoundationTrenchesasperdrawing andtechnical specificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11
863	BrickFlatSolinginfoundation:--BrickFlatSolinginfoundationTrenchesasperdrawingandtechnical specification Clause 1108
864	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
865	BrickMasonaryworkincementmortar(1:4)inhead wallcompleteasperdrawingandtechnicalspecification clause 1109 in cement mortar 1:4
866	Providing and laying 1000 mm DiaRCC pipe NP-3 for culvertson first classbeddingofPCCM10(1:3:6)in singlerowincludingfixingcollarwithcementmortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works inhead
867	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
868	Providing1.5mmcement punningincludingcuring carriage of water with all leads and lifts as per buildingspecification and direction of E/I
869	ProvidingPCC Grade M15 for plain/reinforced concreteinSubStructurecompleteasperdrawingsand technical specifications
870	Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204
871	RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5
872	Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,return wallwith100mmdiaACpipeextendingthroughthe fullwidthofthestructureswithslopeof1(V):20(H) towardsdrawingfacecompleteasperdrawingand technical specification Clauses 614, 709, 1204.3.7
873	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing andtechnical specifications
874	Providingandfillingjointsealingcompoundasper drawings and technical specifications with coarse sandand 6 per centbitumen by weight
875	Drainage spouts complete as per drawing andtechnical specifications Clause 1209.
876	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete
877	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar
878	Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe
879	ADD LABOUR CESS @ 1% (b)
880	SEIGNIORAGE FEE (c)
881	ADD GST @ 18% on (a+b+c)
882	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall 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 TechnicalSpecification.
883	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
884	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
885	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
886	ADD LABOUR CESS @ 1% (b)
887	SEIGNIORAGE FEE (c)
888	ADD GST @ 18% on (a+b+c)
889	1st Year Operation & Management Cost
890	2nd Year Operation & Management Cost
891	3rd Year Operation & Management Cost
892	4th Year Operation & Management Cost
893	6th Year Operation & Management Cost
894	7th Year Operation & Management Cost
895	ADD LABOUR CESS @ 1% (b)
896	SEIGNIORAGE FEE (c)
897	ADD GST @ 18% on (a+b+c)

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Tender For Initial Rectification, Minor Improvement, Surface Renewal, Construction Of Bridge/Drainage /Protection Work Including Operation & Management For Rural Road Strengthening And Management Program Under Component Of Mukhya Mantri Gramin Sadak Unnay, Hilsa-Bihar

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Tender For Initial Rectification, Minor Improvement, Surface Renewal, Construction Of Bridge/Drainage /Protection Work Including Operation & Management For Rural Road Strengthening And Management Program Under Component Of Mukhya Mantri Gramin Sadak Unnay, Hilsa-Bihar

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