Tender For Construction Of Drain From Hema Jena House To Kamala Barik House In Ward No.19, Angul-Odisha

TDR : 54845928

Tender Notice
BOQ

15 Days Left

Angul , Odisha

Tender Brief : Tender For Construction Of Drain From Hema Jena House To Kamala Barik House In Ward No.19

Document Fees
₹ 4000 /-

EMD
₹ 6000.0 /-

Tender Value
₹ 5.97 Lakhs /-

Submission Date
10-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Earthwork excavation in foundation in all kind soil or gravelly soil within 50m intial lead and 1.50m intial lift including rough dressing and bracking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per the direction of the E.I.C.
2	Filling in foundation and plinth with sand watered and rammed as per OPWD specification including all cost of materials, labour, conveyance, royality,cess,Tools and plants etc. all complete.
3	Cement concrete (1:3:6) with 40mm size crusher broken hard granite metal including all cost of materials, labour, conveyance, royality, cess, T&P wter for curing etc. all complete as per OPWD specification required for the work.
4	Cement concrete work M20 grade with 20mm and down grade crusher broken granite chips including hoiting and laying all cost of materials, labour, conveyance, royality,cess, Tools and plants water for curing etc. all complete
5	Requirment of HYSD/MS rod & labour for cutting, bending, binding,straghtning anf laying the grills and placing in position including cost of rod & binding weir 18 to 20 guage etc. complete.
6	Rigid and smooth centring and shuttering for CC/RCC works in foundation, plinth band and footings bases of columns mass concrete pre-cast slabs etc including false work and dismentalling then after casting including cost of materials, cess complete in ground floor.
7	6mm thick cement plaster in cement mortar (1:4) including cement punning and all cost of materials, labour, conveyance, royality, cess, Tools and plants water for curing etc. all complete
8	Filling in foundation and plinth with excavated materials including watering and rammning as directed by the EIC.
9	Cost of display board, plants & letter writing over display board (Paid as per actual observation)
10	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
11	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
12	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
13	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
14	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
15	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
16	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
17	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
18	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
19	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
20	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
21	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
22	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
23	II) 200 mm stone
24	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
25	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
26	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
27	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
28	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
29	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
30	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
31	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
32	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
33	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
34	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
35	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
36	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
37	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
38	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
39	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
40	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
41	II) 200 mm stone
42	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
43	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
44	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
45	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
46	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
47	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
48	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
49	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
50	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
51	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
52	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
53	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
54	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
55	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
56	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
57	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
58	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
59	II) 200 mm stone
60	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
61	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
62	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
63	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
64	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
65	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
66	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
67	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
68	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
69	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
70	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
71	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
72	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
73	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
74	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
75	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
76	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
77	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
78	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
79	II) 200 mm stone
80	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
81	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
82	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
83	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
84	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
85	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
86	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
87	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
88	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
89	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
90	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
91	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
92	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
93	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
94	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
95	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
96	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
97	II) 200 mm stone
98	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
99	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
100	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
101	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
102	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
103	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
104	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
105	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
106	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
107	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
108	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
109	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
110	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
111	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
112	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
113	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
114	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
115	II) 200 mm stone
116	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
117	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
118	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
119	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
120	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
121	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
122	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
123	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
124	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
125	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
126	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
127	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
128	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
129	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
130	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
131	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
132	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
133	II) 200 mm stone
134	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
135	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
136	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
137	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
138	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
139	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
140	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
141	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
142	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
143	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
144	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
145	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
146	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
147	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
148	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
149	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
150	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
151	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
152	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
153	II) 200 mm stone
154	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
155	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
156	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
157	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
158	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
159	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
160	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
161	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
162	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
163	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
164	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
165	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
166	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
167	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
168	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
169	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
170	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
171	II) 200 mm stone
172	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
173	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
174	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
175	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
176	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
177	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
178	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
179	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
180	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
181	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
182	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
183	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
184	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
185	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
186	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
187	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
188	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
189	II) 200 mm stone
190	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
191	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
192	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
193	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
194	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
195	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
196	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
197	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
198	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
199	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
200	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
201	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
202	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
203	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
204	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
205	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
206	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
207	II) 200 mm stone
208	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
209	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
210	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
211	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
212	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
213	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
214	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
215	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
216	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
217	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
218	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
219	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
220	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
221	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
222	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
223	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
224	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
225	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
226	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
227	II) 200 mm stone
228	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
229	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
230	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
231	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
232	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
233	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
234	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
235	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
236	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
237	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
238	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
239	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
240	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
241	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
242	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
243	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
244	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
245	II) 200 mm stone
246	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
247	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
248	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
249	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
250	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
251	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
252	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
253	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
254	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
255	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
256	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
257	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
258	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
259	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
260	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
261	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
262	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
263	II) 200 mm stone
264	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
265	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
266	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
267	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
268	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
269	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
270	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
271	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
272	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
273	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
274	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
275	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
276	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
277	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
278	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
279	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
280	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
281	II) 200 mm stone
282	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
283	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
284	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
285	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
286	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
287	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
288	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
289	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
290	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
291	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
292	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
293	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
294	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
295	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
296	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
297	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
298	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
299	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
300	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
301	II) 200 mm stone
302	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
303	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
304	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
305	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
306	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
307	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
308	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
309	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
310	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
311	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
312	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
313	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
314	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
315	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
316	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
317	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
318	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
319	II) 200 mm stone
320	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
321	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
322	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
323	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
324	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
325	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
326	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
327	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
328	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
329	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
330	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
331	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
332	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
333	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
334	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
335	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
336	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
337	II) 200 mm stone
338	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
339	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
340	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
341	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
342	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
343	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
344	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
345	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
346	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
347	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
348	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
349	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
350	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
351	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
352	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
353	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
354	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
355	II) 200 mm stone
356	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
357	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
358	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
359	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
360	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
361	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
362	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
363	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
364	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
365	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
366	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
367	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
368	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
369	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
370	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
371	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
372	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
373	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
374	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
375	II) 200 mm stone
376	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
377	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
378	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
379	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
380	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
381	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
382	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
383	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
384	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
385	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
386	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
387	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
388	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
389	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
390	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
391	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
392	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
393	II) 200 mm stone
394	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
395	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
396	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
397	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
398	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
399	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
400	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
401	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
402	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
403	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
404	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
405	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
406	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
407	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
408	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
409	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
410	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
411	II) 200 mm stone
412	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
413	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
414	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
415	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
416	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
417	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
418	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
419	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
420	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
421	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
422	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
423	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
424	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
425	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
426	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
427	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
428	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
429	II) 200 mm stone
430	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
431	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
432	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
433	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
434	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
435	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
436	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
437	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
438	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
439	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
440	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
441	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
442	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
443	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
444	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
445	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
446	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
447	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
448	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
449	II) 200 mm stone
450	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
451	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
452	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
453	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
454	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
455	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
456	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
457	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
458	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
459	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
460	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
461	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
462	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
463	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
464	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
465	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
466	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
467	II) 200 mm stone
468	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
469	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
470	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
471	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
472	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
473	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
474	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
475	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
476	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
477	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
478	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
479	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
480	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
481	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
482	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge
483	Providing Weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
484	Providing & laying reinforced cementconcrete M15 grade kilometre stone of standard design as per Irc:8 fixing in position includingpainting & printing etc. complete and as per drawing & technical specification Clasue 1703 of MORD and as per direction of the Engg.in. charge(ordinary kilometre stone)
485	II) 200 mm stone
486	Supplying and fixing 15 cm Dia 1.0 mtr long Guard post of R.C.C.( 1: 2 :4 ) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
487	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 (900mm Equilateral Triangle)
488	Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete etc. all complete as per the direction of Engineer in Charge.
489	Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
490	Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small brooms or soft brushes and finally dusting with gunny bags and/or compressed air to receive bituminous treatment as per the direction of EIC.
491	Providing & 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 as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
492	Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
493	Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
494	Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
495	Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
496	Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
497	P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
498	P.C.C(1:2.5:5) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
499	R.C.C.M 25 grade well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.of all materials and as directed by Engineer-in-Charge
500	Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52) with cost,conveyance,royalities of all materials and as directed by Engineer-in-Charge

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Tender For Construction Of Drain From Hema Jena House To Kamala Barik House In Ward No.19, Angul-Odisha

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