Upgradation Improvement Of Internal Roads Of Nongstoin Town In The State Of Meghalaya L 20.915 Km, Nongstoin-Meghalaya

TDR : 33246332

Tender Notice
Corrigendum Details
BOQ

Expired

Nongstoin , Meghalaya

Tender Brief : Corrigendum : Upgradation Improvement Of Internal Roads Of Nongstoin Town In The State Of Meghalaya L 20.915 Km

Document Fees
₹ 25000 /-

EMD
₹ 5802950.0 /-

Tender Value
₹ 29.01 Crore /-

Submission Date
01-09-2022

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	23-08-2022	Extension of Bid Submission date	Date	01-09-2022

Name of Work: Up-gradation/Improvement of internal Roads of Nongstoin Town in the State of Meghalaya (L = 20.915 Km).

Sl. No.	Item Description
1	Road -1 (Improvement i/c MBT of road from Lulong (Nongstoin-Mawkawah road) to Dong Lynti Nongstoin connecting to Nongstoin-Mawthawpdah Road)
2	TCS -1
3	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401.
4	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
6	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
7	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
8	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
9	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
10	Providing and construction of walkway complete as per drawing.(LHS & RHS)
11	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
12	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
13	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
14	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
15	TCS -2
16	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
17	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
18	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
19	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
20	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
21	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
22	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
23	Providing and construction of walkway complete as per drawing.(LHS & RHS)
24	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
25	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
26	Providing BI Supply Folding Barricade – 8 Ft Portable Road Safety Barriers with Reflectors, Construction Barricade Safety Fence.
27	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
28	Road marking : 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.Zebra Crossing
29	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
30	600 mm Circular
31	Cautionary/Warning Signs-Triangular 900 mm size
32	Informatory Signs
33	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
34	Road -2 (Improvement i/c MBT of approach road from Nongstoin-Mawkawah road to Umsaitmluh)
35	TCS -3
36	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
37	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
38	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
39	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
40	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
41	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
42	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
43	Providing and construction of walkway complete as per drawing.(LHS & RHS)
44	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
45	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
46	TCS -4
47	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
48	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
49	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
50	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
51	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
52	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
53	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
54	Providing and construction of walkway complete as per drawing.(LHS & RHS)
55	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
56	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
57	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
58	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
59	Providing precast Water Tray complete as per drawing and as directed by the engineer.
60	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
61	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
62	Road marking : 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.Zebra Crossing
63	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
64	Road -3 (Improvement i/c MBT of road from Nongstoin-Mawkawah road to Petjyllan (Near Anderson H/S School) to connect NH-44E)
65	TCS -4
66	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
67	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
68	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
69	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
70	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
71	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
72	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
73	Providing and construction of walkway complete as per drawing.(LHS & RHS)
74	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
75	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
76	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
77	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
78	TCS -5
79	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
80	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
81	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
82	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
83	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
84	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
85	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
86	Providing and construction of walkway complete as per drawing.(LHS & RHS)
87	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
88	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
89	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
90	600 mm Circular
91	Cautionary/Warning Signs-Triangular 900 mm size
92	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
93	Road marking : 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.Zebra Crossing
94	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
95	Road -4 (Improvement i/c MBT of approach road from NH-44E (Near Petrol Pump) to Lulong,Mawkawah village)
96	TCS -4
97	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
98	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
99	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
100	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
101	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
102	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
103	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
104	Providing and construction of walkway complete as per drawing.(LHS & RHS)
105	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
106	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
107	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
108	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
109	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
110	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
111	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
112	Road marking : 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.Zebra Crossing
113	Road -5 (Improvement i/c MBT of road from TB Hospital road upto Nongstoin Playground )
114	Link-1 - TCS -4
115	Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction.
116	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
117	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
118	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
119	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
120	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
121	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
122	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
123	Providing and construction of walkway complete as per drawing.(LHS & RHS)
124	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
125	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
126	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
127	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
128	Contruction and laying of brush Layers across the slope complete as per drawing andadditional Technical specification.
129	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
130	600 mm Circular
131	Informatory Signs
132	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
133	Link-2 : TCS -2
134	Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction.
135	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
136	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
137	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
138	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
139	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
140	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
141	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
142	Providing and construction of walkway complete as per drawing.(LHS & RHS)
143	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
144	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
145	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
146	Road marking : 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.Zebra Crossing
147	Link-3 - TCS -6
148	Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction.
149	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
150	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
151	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
152	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
153	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
154	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
155	Construction of 1500 mm wide Stone pitching Lined Drain, complete as per drawing.
156	Providing and construction of walkway complete as per drawing.(LHS & RHS)
157	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
158	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
159	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
160	Providing and Installation of Semi Integrated Solar Street including LiFePo4 Battery externalSolar Panel and all other accessories.
161	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
162	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
163	Road -6 (Improvement i/c widening, MBT of road from Nongstoin College to permanent campus of Rev.S. Wollington Children Home of the KJP Synod Sepngi)
164	TCS -7
165	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
166	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
167	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
168	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
169	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
170	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
171	Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing.
172	Providing and construction of walkway complete as per drawing.(LHS & RHS)
173	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
174	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
175	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
176	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
177	TCS -17
178	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
179	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
180	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
181	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
182	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
183	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
184	Construction of 1500 mm wide Stone pitching Lined Drain, complete as per drawing.
185	Providing and construction of walkway complete as per drawing.(LHS & RHS)
186	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
187	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
188	TCS -7
189	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
190	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
191	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
192	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
193	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
194	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
195	Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing.
196	Providing and construction of walkway complete as per drawing.(LHS & RHS)
197	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
198	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
199	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
200	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
201	Road marking : 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.Zebra Crossing
202	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
203	600 mm Circular
204	Informatory Signs
205	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
206	Construction of Passenger Shelter complete as per drawing or as directed by the engineer.
207	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
208	Road -7 (Rehabilitation of PWD road from Nongstoin-Sonapahar road near AH & Vety. Office to Nongstoin-Pyndengrei road)
209	TCS -7
210	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
211	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
212	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
213	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
214	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
215	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
216	Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing.
217	Providing and construction of walkway complete as per drawing.(LHS & RHS)
218	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
219	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
220	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
221	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
222	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
223	Road marking : 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.Zebra Crossing
224	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
225	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
226	Road -8 (Rehabilitation of Extension of Ladweitang-Mawiong Lumsyntiew to connect Nongstoin-Rambrai road at 3rd km)
227	TCS -9
228	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
229	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
230	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
231	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
232	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
233	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
234	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
235	Providing and construction of walkway complete as per drawing.(LHS & RHS)
236	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
237	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
238	TCS -2
239	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
240	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
241	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
242	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
243	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
244	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
245	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
246	Providing and construction of walkway complete as per drawing.(LHS & RHS)
247	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
248	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
249	Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing.
250	Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900.
251	Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903.
252	Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100.
253	Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200.
254	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301.
255	Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
256	Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
257	Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800.
258	Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400.
259	Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400.
260	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
261	Road marking : 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.Zebra Crossing
262	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
263	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
264	Road -9 (Improvement i/c MBT OF Ladweitang-Mawiong Pyndengrei)
265	TCS -11
266	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
267	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
268	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
269	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
270	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
271	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
272	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
273	Providing and construction of walkway complete as per drawing.(LHS & RHS)
274	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
275	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
276	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
277	Road marking : 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.Zebra Crossing
278	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
279	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
280	Road -10 (Improvement, Rehabilitation & MBT of road from 2nd Km of Nongstoin-Rambrai road to KJP Sepngi Higher Secondary School)
281	Link-1 -TCS -5
282	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
283	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
284	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
285	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
286	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
287	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
288	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
289	Providing and construction of walkway complete as per drawing.(LHS & RHS)
290	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
291	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
292	TCS -16
293	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
294	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
295	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
296	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
297	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
298	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
299	Construction of 1000 mm wide Stone pitching Lined Drain, complete as per drawing.
300	Providing and construction of walkway complete as per drawing.(LHS & RHS)
301	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
302	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
303	TCS -9
304	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
305	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
306	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
307	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
308	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
309	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
310	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
311	Providing and construction of walkway complete as per drawing.(LHS & RHS)
312	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
313	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
314	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
315	600 mm Circular
316	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
317	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
318	Link-2 - TCS -9
319	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
320	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
321	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
322	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
323	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
324	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
325	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
326	Providing and construction of walkway complete as per drawing.(LHS & RHS)
327	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
328	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
329	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
330	600 mm Circular
331	Informatory Signs
332	Road marking : 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.Zebra Crossing
333	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
334	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
335	Construction of Passenger Shelter complete as per drawing or as directed by the engineer.
336	Link-3 - TCS -12
337	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
338	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
339	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
340	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
341	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
342	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
343	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
344	Providing and construction of walkway complete as per drawing.(LHS & RHS)
345	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
346	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
347	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
348	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
349	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs
350	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
351	Link-4 - TCS -11
352	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
353	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
354	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
355	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
356	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
357	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
358	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
359	Providing and construction of walkway complete as per drawing.(LHS & RHS)
360	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
361	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
362	TCS -13
363	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
364	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
365	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
366	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
367	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
368	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
369	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
370	Providing and construction of walkway complete as per drawing.(LHS & RHS)
371	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
372	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
373	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
374	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
375	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
376	Link-5 - TCS -5
377	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
378	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
379	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
380	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
381	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
382	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
383	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
384	Providing and construction of walkway complete as per drawing.(LHS & RHS)
385	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
386	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
387	TCS -13
388	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
389	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
390	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
391	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
392	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
393	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
394	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
395	Providing and construction of walkway complete as per drawing.(LHS & RHS)
396	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
397	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
398	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
399	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
400	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
401	600 mm Circular
402	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
403	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
404	Link-6 - TCS -13
405	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
406	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
407	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
408	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
409	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
410	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
411	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
412	Providing and construction of walkway complete as per drawing.(LHS & RHS)
413	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
414	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
415	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
416	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
417	Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing.
418	Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900.
419	Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903.
420	Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100.
421	Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200.
422	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301.
423	Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
424	Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
425	Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800.
426	Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400.
427	Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400.
428	Road -11 (Improvement i/c MBT of road from Nongstoin-Mawkawah road to Diangjri upto Domkharu Upper New-Nongstoin road)
429	Link-1 - TCS -11
430	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
431	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
432	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
433	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
434	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
435	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
436	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
437	Providing and construction of walkway complete as per drawing.(LHS & RHS)
438	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
439	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
440	TCS -12
441	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
442	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
443	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
444	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
445	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
446	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
447	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
448	Providing and construction of walkway complete as per drawing.(LHS & RHS)
449	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
450	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
451	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
452	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
453	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
454	Road marking : 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.Zebra Crossing
455	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
456	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
457	Link-2 - TCS - 13
458	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
459	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
460	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
461	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
462	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
463	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
464	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
465	Providing and construction of walkway complete as per drawing.(LHS & RHS)
466	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
467	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
468	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
469	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
470	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
471	Road marking : 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.Zebra Crossing
472	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
473	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
474	Road -12 (Improvement i/c MBT of a village road from Nongstoin-Mawkawah road to Peacenola Memorial Playground Mawkawah)
475	Link-1
476	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
477	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
478	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
479	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
480	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
481	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
482	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
483	Providing and construction of walkway complete as per drawing.(LHS & RHS)
484	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
485	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
486	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
487	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
488	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
489	Link-2 - TCS-1
490	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
491	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
492	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
493	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
494	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
495	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
496	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
497	Providing and construction of walkway complete as per drawing.(LHS & RHS)
498	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
499	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
500	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
501	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
502	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs
503	Road marking : 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.Zebra Crossing
504	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
505	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
506	Road -13 (Improvement i/c MBT of PWD road from 5th km of Nongstoin-Markasa Road to Mawrok Porsohsat Village)
507	Link-1 - TCS -1
508	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
509	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
510	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
511	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
512	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
513	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
514	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
515	Providing and construction of walkway complete as per drawing.(LHS & RHS)
516	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
517	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
518	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
519	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
520	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
521	Road marking : 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.Zebra Crossing
522	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
523	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
524	Link-2 - TCS -1
525	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
526	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
527	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
528	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
529	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
530	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
531	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
532	Providing and construction of walkway complete as per drawing.(LHS & RHS)
533	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
534	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
535	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
536	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
537	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
538	Road marking : 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.Zebra Crossing
539	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
540	Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing.
541	Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900.
542	Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903.
543	Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100.
544	Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200.
545	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301.
546	Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
547	Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
548	Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800.
549	Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400.
550	Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400.
551	Providing BI Supply Folding Barricade – 8 Ft Portable Road Safety Barriers with Reflectors, Construction Barricade Safety Fence.
552	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
553	Link-3- TCS -1
554	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
555	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
556	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
557	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
558	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
559	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
560	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
561	Providing and construction of walkway complete as per drawing.(LHS & RHS)
562	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
563	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
564	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
565	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
566	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
567	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
568	Road marking : 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.Zebra Crossing
569	Link-4 - TCS -1
570	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
571	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
572	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
573	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
574	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
575	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
576	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
577	Providing and construction of walkway complete as per drawing.(LHS & RHS)
578	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
579	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
580	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
581	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
582	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
583	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
584	Road marking : 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.Zebra Crossing
585	Link-5 - TCS -1
586	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
587	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
588	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
589	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
590	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
591	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
592	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
593	Providing and construction of walkway complete as per drawing. (LHS and RHS)
594	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
595	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
596	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
597	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
598	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
599	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
600	Road marking : 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.Zebra Crossing
601	Road -14 (Improvement i/c MBT of road from Nongstoin-Old Nongstoin Road to Domthangpit at Nongstoin )
602	Link-1 - TCS -14
603	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
604	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
605	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
606	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
607	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
608	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
609	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
610	Providing and construction of walkway complete as per drawing. (LHS and RHS)
611	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
612	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
613	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
614	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
615	TCS -9
616	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
617	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
618	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
619	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
620	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
621	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
622	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
623	Providing and construction of walkway complete as per drawing.(LHS & RHS)
624	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
625	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
626	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
627	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
628	Road marking : 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.Zebra Crossing
629	Link-2 - TCS -14
630	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
631	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
632	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
633	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
634	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
635	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
636	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
637	Providing and construction of walkway complete as per drawing. (LHS and RHS)
638	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
639	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
640	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
641	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
642	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs
643	Road marking : 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.Zebra Crossing
644	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
645	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
646	Contruction and laying of brush Layers across the slope complete as per drawing andadditional Technical specification.
647	Road -15 (Improvement i/c MBT of road from Nongstoin-Old Nongstoin road to Domthangksing at Nonstoin)
648	Link-1 - TCS -9
649	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
650	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
651	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
652	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
653	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
654	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
655	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
656	Providing and construction of walkway complete as per drawing.(LHS & RHS)
657	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
658	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
659	TCS -14
660	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
661	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
662	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
663	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
664	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
665	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
666	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
667	Providing and construction of walkway complete as per drawing.(LHS & RHS)
668	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
669	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
670	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
671	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
672	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
673	Construction of 1000 mm dia Pipe Culevrt, Complete as per drawing.
674	Providing, laying & jointing RCC NP4 pipe, 1000 mm dia, including testing complete as per drg. & MORT&H technical specifications section 2900.
675	Earthwork in excavation of foundation for structures includingpipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H technical specifications clauses 304 & 2903.
676	Providing and laying Plain Cement Concrete, Grade M-15, in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H technical specifications sections 1500, 1700 and 2100.
677	Providing and laying Plain Cement Concrete / Reinforced Cement Concrete M-20 grade for culverts head wall including centering and shuttering complete as per drawing and MORT&H technical specification section 1500, 1700, 2100 and 2200.
678	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 130.1 weighing not less than 25 kg laid dry complete as per drawing and Technical specifications Clause 1301.
679	Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
680	Providing & laying filter media underneath stone boulder pitching on slopes complete as per drg. and MORT&H technical specifications section 2500.
681	Painting of structure No. and span arrangement as per drg., IRC:7-1971 and MORT&H technical specifications section 800.
682	Construction of Catchpit using Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) complete as per drg. and MORT&H technical Specifications Section 1400.
683	Providing & laying Random Rubble Stone Masonry in cement mortar 1:3(1 cement : 3 coarse sand) in in Guide Wall & Floor complete as per drg. and MORT&H technical Specifications Section 1400.
684	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
685	Road marking : 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.Zebra Crossing
686	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
687	Link-2 - TCS -13
688	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
689	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
690	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
691	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
692	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
693	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
694	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
695	Providing and construction of walkway complete as per drawing.(LHS & RHS)
696	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
697	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
698	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
699	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
700	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
701	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
702	Road marking : 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.Zebra Crossing
703	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
704	Link-3 - TCS -13
705	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
706	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
707	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
708	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
709	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
710	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
711	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
712	Providing and construction of walkway complete as per drawing.(LHS & RHS)
713	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
714	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
715	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
716	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
717	TCS -5
718	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
719	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
720	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
721	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
722	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
723	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
724	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
725	Providing and construction of walkway complete as per drawing.(LHS & RHS)
726	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
727	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
728	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
729	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
730	Road marking : 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.Zebra Crossing
731	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
732	Road -16 (Rehabilitation of PWD road to Mawbyrshem)
733	TCS -15
734	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
735	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
736	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
737	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
738	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
739	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
740	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
741	Providing and construction of walkway complete as per drawing.(LHS & RHS)
742	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
743	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
744	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
745	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
746	Road marking : 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.Zebra Crossing
747	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
748	Road -17 (Improvement i/c MBT from Nongstoin-Pyndengrei to Mawiangdong)
749	TCS -13
750	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
751	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
752	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
753	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
754	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
755	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
756	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
757	Providing and construction of walkway complete as per drawing.(LHS & RHS)
758	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
759	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
760	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
761	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
762	TCS -5
763	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
764	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
765	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
766	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
767	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
768	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
769	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
770	Providing and construction of walkway complete as per drawing.(LHS & RHS)
771	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
772	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
773	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
774	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
775	Road marking : 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.Zebra Crossing
776	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
777	Road -18 (Improvement i/c MBT from Nongstoin-Pyndengrei Road to Umshaitshait)
778	Link-1 - TCS -5
779	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
780	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
781	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
782	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
783	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
784	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
785	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
786	Providing and construction of walkway complete as per drawing.(LHS & RHS)
787	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
788	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
789	TCS -1
790	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
791	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
792	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
793	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
794	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
795	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
796	Construction of 500 mm wide Stone pitching Lined Drain, Complete as per drawing.
797	Providing and construction of walkway complete as per drawing.(LHS & RHS)
798	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
799	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
800	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
801	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
802	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingInformatory Signs
803	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
804	Link-2 - TCS -13
805	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
806	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
807	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
808	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
809	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
810	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
811	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
812	Providing and construction of walkway complete as per drawing.(LHS & RHS)
813	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
814	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
815	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
816	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
817	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
818	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
819	600 mm Circular
820	Informatory Signs
821	Road marking : 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.Zebra Crossing
822	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
823	Road -19 ( Improvement i/c MBT from Nongstoin-Mawkawah Road to Dong Lynti Nongstoin upto Hubert Memorial English School)
824	TCS -14
825	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
826	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
827	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
828	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
829	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
830	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
831	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
832	Providing and construction of walkway complete as per drawing.(LHS & RHS)
833	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
834	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
835	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
836	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
837	TCS -9
838	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
839	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
840	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
841	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
842	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
843	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
844	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
845	Providing and construction of walkway complete as per drawing.(LHS & RHS)
846	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
847	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
848	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
849	TCS -14
850	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
851	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
852	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
853	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
854	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
855	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
856	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
857	Providing and construction of walkway complete as per drawing.(LHS & RHS)
858	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
859	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
860	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
861	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
862	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
863	Road marking : 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.Zebra Crossing
864	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
865	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
866	Road -20 (Improvement i/c MBT from Nongstoin-Mawkawah Road (Near Durbar Hall Block No.-6, Upper New Nongstoin) to Church of the Living God,Upper New Nongstoin)
867	TCS -14
868	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
869	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
870	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
871	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
872	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
873	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
874	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
875	Providing and construction of walkway complete as per drawing.(LHS & RHS)
876	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
877	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
878	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
879	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
880	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
881	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
882	Road marking : 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.Zebra Crossing
883	Road -21 (MBT of different Link Roads at Nondein, New Nongstoin )
884	Link-1 - TCS -5
885	Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction.
886	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
887	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
888	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
889	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
890	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
891	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
892	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
893	Providing and construction of walkway complete as per drawing.(LHS & RHS)
894	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
895	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
896	TCS -14
897	Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction.
898	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
899	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
900	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
901	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
902	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
903	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
904	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
905	Providing and construction of walkway complete as per drawing.
906	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
907	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
908	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
909	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
910	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
911	Link-2 - TCS -14
912	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
913	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
914	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
915	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
916	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
917	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
918	Construction of 750 mm wide Stone pitching Lined Drain, complete as per drawing.
919	Providing and construction of walkway complete as per drawing.(LHS & RHS)
920	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
921	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
922	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
923	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
924	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
925	600 mm Circular
926	Informatory Signs
927	Road marking : 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.Zebra Crossing
928	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
929	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
930	Road -22 (Resurfacing of road from Nongstoin-Mawkawah road to Madan Shyiap)
931	TCS -2
932	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
933	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
934	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
935	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
936	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
937	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
938	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
939	Providing and construction of walkway complete as per drawing.(LHS & RHS)
940	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
941	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
942	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
943	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
944	Road marking : 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.Zebra Crossing
945	Road -23 (Improvement i/c MBT from Nongstoin-Sonapahar Road to Mawsiangphet upto St. Francis D\" Assisi College )
946	Link-1 - TCS -1
947	Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction.
948	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
949	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
950	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
951	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
952	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
953	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
954	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
955	Providing and construction of walkway complete as per drawing.(LHS & RHS)
956	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
957	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
958	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
959	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
960	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
961	Road marking : 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.Zebra Crossing
962	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
963	Link-2 - TCS -2
964	Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for subgradeconstruction.
965	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
966	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
967	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
968	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
969	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
970	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
971	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
972	Providing and construction of walkway complete as per drawing.(LHS & RHS)
973	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
974	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
975	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Informatory Signs
976	Road marking : 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.Zebra Crossing
977	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
978	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
979	Road -24 (Improvement i/c MBT from Nongstoin-Pyndengrei road to Thomas Jones Secondary School)
980	Link-1 - TCS -1
981	Loosening of existing granular surface, spreading with motor grader by mix in place , watering and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
982	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
983	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
984	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
985	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
986	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
987	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
988	Providing and construction of walkway complete as per drawing.(LHS & RHS)
989	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
990	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
991	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
992	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
993	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
994	Road marking : 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.Zebra Crossing
995	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
996	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
997	Link-2 - TCS -1
998	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401
999	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
1000	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
1001	Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
1002	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous/granular surface cleaned with mechanical broom.
1003	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 : 509 complete in all respects.
1004	Construction of 500 mm wide Stone pitching Lined Drain, complete as per drawing.
1005	Providing and construction of walkway complete as per drawing.(LHS & RHS)
1006	Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and Technical Specification Clause 1504.
1007	Providing and laying 95 mm thick Wet mix Macadam for walkway complete as per drawing and as directed by the engineer.
1008	Construction of earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.
1009	Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section150 x 75 x 5 mm, 330 mm long complete as per Clause 810
1010	Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing600 mm Circular
1011	Providing Asphaltic Concrete Rumble Strips complete as per Drawing and MORT&H Technical specification Clause 507.
1012	Providing and construction of RCC Slab, using M-20 Grade to access the house, complete as per drawing and as directed by the engineer.
1013	ENVIRONMENTAL COST
1014	Air quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage)
1015	Air quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Operation Stage)
1016	Water quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage)
1017	Water quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Operation Stage)
1018	Noise quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage)
1019	Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years.(Operation Stage)
1020	Soil quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Construction Stage)
1021	Soil quality monitoring at 2 locations for 3 seasons for 2 consecutive years.(Operation Stage)
1022	Provision of Mobile Toilets at Work Site
1023	Supply and commissioning of mobile toilets on wheel (5 units each Toilet and Bathroom) with proper water supply and drainage system, electric supply and safe access at work site locations
1024	Maintenance: Daily cleaning twice a day by engaging one permanent helper
1025	Painting at every six months
1026	Contamination from spills due to traffic and accidentsClearing of spills at accident site
1027	Environmental Awareness and Training
1028	Administrative Charges including logistics
1029	ROUTINE MAINTANANCE
1030	1st Year
1031	2nd Year

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Upgradation Improvement Of Internal Roads Of Nongstoin Town In The State Of Meghalaya L 20.915 Km, Nongstoin-Meghalaya

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