Improvement And Widening Of Howraghat Parakhowa Road Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Howraghat Lac, Howraghat-Assam

TDR : 23254177

Tender Notice
Corrigendum Details
BOQ

Expired

Howraghat , Assam

Tender Brief : Corrigendum : Improvement And Widening Of Howraghat Parakhowa Road Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Howraghat Lac

Document Fees
₹ 10000 /-

EMD
₹ 1839000.0 /-

Tender Value
₹ 9.19 Crore /-

Submission Date
05-02-2020

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	01-02-2020	Extension	Date	05-02-2020

Name of Work: Improvement & Widening of Howraghat Parakhowa road under Signature Project of SOPD-G (State Priority Scheme) for the year 2019-20, Howraghat LAC
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness.\n(i) By Manual Means\nA . In area of light thorny jungle	BI01010001010000000000000515BI0100001113	8.79	Hect.
2	2	Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4	BI01010001010000000000000515BI0100001114	18121.8	sqm
3	3	Excavation of soil by manual means : - (a) Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 m .	BI01010001010000000000000515BI0100001115	4447.63	Cum
4	4	Construction of embankment with material obtained from borrow pits : - Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause .\n(i) Private land	BI01010001010000000000000515BI0100001116	82272.8	Cum
5	5	Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause. \n(a) Private land	BI01010001010000000000000515BI0100001117	11680.1	Cum
6	6	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\nii) For Grading II Material	BI01010001010000000000000515BI0100001118	2375.7	Cum
7	7	WBM Grading 2 Using stone screening type - B 11.2 mm for Gr. - III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading 3 as per technical specfication cluase405. (A) By Manual Means. \n	BI01010001010000000000000515BI0100001119	890.89	Cum
8	8	WBM Grading 3 Using stone screening type - B 11.2 mm for Gr. - III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading 3 as per technical specfication cluase 405. (A) By Manual Means.	BI01010001010000000000000515BI0100001120	2182.99	Cum
9	9	Prime Coat : Providing and applying primer coat with bitumen emulsion ( CSS - 1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per technical specification clause 502 . i) Low porosity .\n	BI01010001010000000000000515BI0100001121	19298.5	sqm
10	10	Tack Coat : Providing and applying tack coat with bitumen emulsion ( CRS - 1 ) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 .	BI01010001010000000000000515BI0100001122	34523.5	sqm
11	11	Dense Graded Bituminous Macadam : ( Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.00 to 4.5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.507. complete in all respect. \n(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification).\n(B)with Polymer modified bitumen 70\nii) for GradingII(19 mm nominal size)	BI01010001010000000000000515BI0100001123	1455.35	Cum
12	12	Bituminous Concrete : - Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5.6% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. \n(B) With rock dust as filler ( refer table 500-9 of MoSRT&H specification).\n(II)with Polymer modified bitumen 70\nii) for GradingII (13 mm nominal size)	BI01010001010000000000000515BI0100001124	1108.29	Cum
13	13	Planting of Trees and their Maintenance for one Year : - Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.	BI01010001010000000000000515BI0100001125	584	each
14	14	Guard Posts : - Supplying , fitting and fixing RCC guard post 150 cm long erected 75 cm above the ground and 75cm below the ground with M - 15 grade ( nominal mix 1:2:4 with broken stone agg. Upto 20 mm size ) of cement concrete and required reinforcement tied in position with annealed black wire including centering , moulding the top , curing including painting concrete surface in 23 cm strips upto 0.75 m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed .\n(b) 15 cm dia. RCC guard post with reinforcement of 4 nos. 12 mm dia. TMT main steel bars and 6mm TMT/MS stirrups at 15 cm c/c .	BI01010001010000000000000515BI0100001126	250	Each
15	15	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications	BI01010001010000000000000515BI0100001127	1750	Sqm
16	16	Retro reflectorised Traffic Signs : Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the groud by means of properly designed foundtion with M15 grade cement concrete 450 mmx450mm x 600mm , 600 mm below ground level as per drawings and technical specification clouse 801. \n(i) 90 cm equilateral triangle	BI01010001010000000000000515BI0100001128	14	each
17	17	Retro reflectorised Traffic Signs : Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the groud by means of properly designed foundtion with M15 grade cement concrete 450 mmx450mm x 600mm , 600 mm below ground level as per drawings and technical specification clouse 801. \n(ii) 60 cm equilateral triangle	BI01010001010000000000000515BI0100001129	33	each
18	18	Retro reflectorised Traffic Signs : Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the groud by means of properly designed foundtion with M15 grade cement concrete 450 mmx450mm x 600mm , 600 mm below ground level as per drawings and technical specification clouse 801. \n(iii) 60 cm circular	BI01010001010000000000000515BI0100001130	22	each
19	19	Retro reflectorised Traffic Signs : Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the groud by means of properly designed foundtion with M15 grade cement concrete 450 mmx450mm x 600mm , 600 mm below ground level as per drawings and technical specification clouse 801. \n(iv) 80 cm x 60 cm rectangular	BI01010001010000000000000515BI0100001131	2	each
20	20	Kilometre Stone : - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980 , fixing in position including painting and pinting etc.) \n(ii) Ordinary Kilometer stone (precast )	BI01010001010000000000000515BI0100001132	11	each
21	21	Tree reflector made of heigh intensity grade retro - reflectorised sheeting fixed over alumunium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail . \na) 100mmdia./100mmx100mm .	BI01010001010000000000000515BI0100001133	43	each
22	22	Tree reflector made of heigh intensity grade retro - reflectorised sheeting fixed over alumunium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail . \nb) 150mmdia./150mmx150mm .	BI01010001010000000000000515BI0100001134	32	each
23	23	Providing and fixing lane divider with dimensions 220x150x285 mm base plate 25 mm high Two way reflective with 1 or 2x128 glass elements rubber flag with 2 round glass reflectors .	BI01010001010000000000000515BI0100001135	6	each
24	24	Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces .	BI01010001010000000000000515BI0100001136	564	Sqm
25	25	Boulder apron laid in wire crates : Providing and laying of apron laid in wire crates made with 4mm dia. GI wire conforming to IS : 280 & IS 4826 in 100mm x 100mm mesh( weaved diagonally ) including 10% extra for laps and joints laid with stone boulders weighting not less than 40kg each.	BI01010001010000000000000515BI0100001137	264.6	Cum
26	26	Providing and laying of Pitching on slopes laid over laid over prepared filter media including bouder apron laid dry in front of toe of embankment complete as per drawing and technical specifications \nStone/Boulder .	BI01010001010000000000000515BI0100001138	202.13	Cum
27	27	Construction of 3 ( Three) cell 3mx3m Box culvert .\nExcavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\n(i) upto 3m depth	BI01010001010000000000000515BI0100001139	2102.39	Cum
28	28	Plain/Reinforced cement concrete (M-25) in open foundation complete as per drawing and technical specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001140	49.42	Cum
29	29	Plain/Reinforced cement concrete (M-15) in open foundation complete as per drawing and technical specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001141	83.92	Cum
30	30	Plain/Reinforced cement concrete (M-30) in open foundation complete as per drawing and technical specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001142	68.53	Cum
31	31	Supplying, fitting and placing TMT IS:1786 Fe500D bar reinforcement in foundation complete as per drawing and technical specifications\nTMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001143	8.22	MT
32	32	Plain/Reinforced cement concrete (M-25), in substructure complete as per drawing and technical specification and steel shuttering formwork	BI01010001010000000000000515BI0100001144	26.8	Cum
33	33	Plain/Reinforced cement concrete (M-30), in substructure complete as per drawing and technical specification and steel shuttering formwork	BI01010001010000000000000515BI0100001145	23.9	Cum
34	34	Supplying, fitting and placing TMT IS:1786 (Fe500) bar reinforcement in sub-structure complete as per drawing and technical specifications\nTMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001146	3.58	MT
35	35	Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause2504.2.2. of MoRTH specifications to a thickness of not less than 600mm with smaller size to wards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.	BI01010001010000000000000515BI0100001147	38.03	Cum
36	36	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.\nA. Boulder laid dry without wire crates.	BI01010001010000000000000515BI0100001148	247.12	Cum
37	37	Furnishing and Placing Reinforced / Prestressed cement concrete (M-25) in super-structure as per drawing and Technical Specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001149	6.98	Cum
38	38	Furnishing and Placing Reinforced / Prestressed cement concrete (M-30) in super-structure as per drawing and Technical Specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001150	93.73	Cum
39	39	Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe500D reinforcement in super-structure including splicing complete as per drawing and technical specifications\nTMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001151	16.87	MT
40	40	Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, Wing wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001152	60	each
41	41	Drainage spouts complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001153	4	each
42	42	Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20mm, covered with 12mm thick, 200mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8 mm dia, 100 mm long galvanized nails spaced 300mm C/C along the centerline of the plate, all as specified in clause 2604.)	BI01010001010000000000000515BI0100001154	18	Rm.
43	43	Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.	BI01010001010000000000000515BI0100001155	18.08	Rm.
44	44	Painting on concrete surface (Providing and applying 2coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )\nFor Plain surface	BI01010001010000000000000515BI0100001156	136.08	Sqm.
45	45	Painting on concrete surface (Providing and applying 2coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )\nFor RCC Railing	BI01010001010000000000000515BI0100001157	18.08	Rm.
46	46	Printing New Lettering and Figures of any Shade \nPrinting new letter any figures of any shade with synthetic enamle paint black or any other approved colour to give an even as per drawings and technical specification clause 1701\nii) English and Roman	BI01010001010000000000000515BI0100001158	40	cm height per letter
47	47	Construction of Double cell 2mx2m Box culvert. \nExcavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\n(i) upto 3m depth	BI01010001010000000000000515BI0100001159	54.73	Cum
48	48	Plain/Reinforced cement concrete (M-15) in open foundation complete as per drawing and technical specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001160	23.13	Cum
49	49	Plain/Reinforced cement concrete (M-30) in open foundation complete as per drawing and technical specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001161	28.6	Cum
50	50	Supplying, fitting and placing TMT IS:1786 Fe500D bar reinforcement in foundation complete as per drawing and technical specifications\nTMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001162	3.43	MT
51	51	Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification\n(b) Random Rubble Masonry	BI01010001010000000000000515BI0100001163	2.16	Cum
52	52	Plain/Reinforced cement concrete (M-30), in substructure complete as per drawing and technical specification and steel shuttering formwork	BI01010001010000000000000515BI0100001164	23.76	Cum
53	53	Supplying, fitting and placing TMT IS:1786 (Fe500) bar reinforcement in sub-structure complete as per drawing and technical specifications\nTMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001165	3.56	MT
54	54	Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause2504.2.2. of MoRTH specifications to a thickness of not less than 600mm with smaller size to wards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.	BI01010001010000000000000515BI0100001166	34.56	Cum
55	55	Furnishing and Placing Reinforced / Prestressed cement concrete (M-25) in super-structure as per drawing and Technical Specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001167	3.04	Cum
56	56	Furnishing and Placing Reinforced / Prestressed cement concrete (M-30) in super-structure as per drawing and Technical Specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001168	41.97	Cum
57	57	Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe500D reinforcement in super-structure including splicing complete as per drawing and technical specifications\nTMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001169	7.55	MT
58	58	Drainage spouts complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001170	4	each
59	59	Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20mm, covered with 12mm thick, 200mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8 mm dia, 100 mm long galvanized nails spaced 300mm C/C along the centerline of the plate, all as specified in clause 2604.)	BI01010001010000000000000515BI0100001171	24	Rm.
60	60	Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.	BI01010001010000000000000515BI0100001172	18.08	Rm.
61	61	Painting on concrete surface (Providing and applying 2coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )\nFor Plain surface	BI01010001010000000000000515BI0100001173	31.2	Sqm.
62	62	Painting on concrete surface (Providing and applying 2coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )\nFor RCC Railing	BI01010001010000000000000515BI0100001174	18.08	Rm.
63	63	Printing New Lettering and Figures of any Shade \nPrinting new letter any figures of any shade with synthetic enamle paint black or any other approved colour to give an even as per drawings and technical specification clause 1701\nii) English and Roman	BI01010001010000000000000515BI0100001175	40	cm height per letter
64	64	Construction of 1000 mm dia. NP-3 HP ( Single ) culvert . \nE/W in excavation for foundation structure as per drawing and technical specification including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.\n (i) Ordinary soil . A. By manual means\n (i) upto 3.00m depth\n	BI01010001010000000000000515BI0100001176	43.76	cum
65	65	PCC 1:3:6 in foundation : Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed , placed in foundation aand compacted by vibration including curing for 14 days . \n	BI01010001010000000000000515BI0100001177	9.52	Cum
66	66	Plain cement concrete M15 ( 1:3:6 nominal mix ) in leveling course below open foundation of head walls as per drawing & technical specification clause 1109 . II ) P.C.C. grade M15\n	BI01010001010000000000000515BI0100001178	58.62	Cum
67	67	Providing and laying reinforced cement concrete\n pipe NP3 for culvert on first class Bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works , backfilling , concrete and masonry work in head wall and parapets as per clause 1106.\n	BI01010001010000000000000515BI0100001179	20	Rm.
68	68	Plastering with cement mortar ( 1:3 ) on brick work in sub structure as per technical specifications.\n	BI01010001010000000000000515BI0100001180	71.9	sqm
69	69	Hump type speed breaker . \nBituminous Macadam :Providing and laying \nbituminous macadam ----complete as per technical specification clause 504.\n	BI01010001010000000000000515BI0100001181	16.28	cum
70	70	Tack Coat : Providing and applying tack coat with bitumen emulsion ( CRS - 1 ) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 .	BI01010001010000000000000515BI0100001182	325.61	cum
71	71	Bituminous Concrete : - Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5.6% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. \n(B) With rock dust as filler ( refer table 500-9 of MoSRT&H specification).\n(II)with Polymer modified bitumen 70\nii) for GradingII (13 mm nominal size)	BI01010001010000000000000515BI0100001183	8.14	cum
72	72	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications	BI01010001010000000000000515BI0100001184	325.6	sqm
73	73	Providing and fixing metal road stud with dimensions 100x100x19.8mm length anchoring shank 50 mm aluminum body with two – way reflective with 2x43 glass elements. \n	BI01010001010000000000000515BI0100001185	64	Each
74	74	Retro reflectorised Traffic Signs : Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the groud by means of properly designed foundtion with M15 grade cement concrete 450 mmx450mm x 600mm , 600 mm below ground level as per drawings and technical specification clouse 801. \n(ii) 60 cm equilateral triangle	BI01010001010000000000000515BI0100001186	48	Each
75	75	Retro reflectorised Traffic Signs : Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the groud by means of properly designed foundtion with M15 grade cement concrete 450 mmx450mm x 600mm , 600 mm below ground level as per drawings and technical specification clouse 801. \n(iii) 60 cm circular	BI01010001010000000000000515BI0100001187	20	Each
76	76	Supplying including installation and commissioning automatic on/off operation street lighting system with 350 Wp (175wpx2) solar module rating and energy efficient high power led lamps of 80watts with luminous flux greater that 8000 Lummens and Lumen efficiency of lic cover, housing and high efficiency LED lamps and fitted with gasket and accessories for weather and insect proof operation Battery : 12V 150 ah-02nos sealed low/ negligible maintenance batteries designed for repeated cycle operation and shall be enclosed in a cabin that has pilfer proof lock & key arrangement. Pitch Circle dia 250mm bolt length 750mm, projected bolt length 125mm. Pole foundation shall be pit of 75x75x200cm in all type of sol or rocks and filling the pit with 1:2:4 cc and muffing of the pole up to 400mm above the ground level.	BI01010001010000000000000515BI0100001188	10	Each

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Improvement And Widening Of Howraghat Parakhowa Road Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Howraghat Lac, Howraghat-Assam

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Improvement And Widening Of Howraghat Parakhowa Road Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Howraghat Lac, Howraghat-Assam

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