Improvement And Widening Of Thakurbari To Ghoiralee Factory Connecting Road Including Construction Of Rcc Bridge 5/1 ( Span 1 X 24 . 75M ) Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Rangapara Lac Sopd_Sig_19_20, Rangapara-Assam

TDR : 23655541

Tender Notice
Corrigendum Details
BOQ

Expired

Rangapara , Assam

Tender Brief : Corrigendum : Improvement And Widening Of Thakurbari To Ghoiralee Factory Connecting Road Including Construction Of Rcc Bridge 5/1 ( Span 1 X 24 . 75M ) Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Rangapara Lac Sopd_Sig_19_20

Document Fees
₹ 10000 /-

EMD
₹ 2000000.0 /-

Tender Value
₹ 10 Crore /-

Submission Date
05-03-2020

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	18-02-2020	date corrigendum	Date	05-03-2020

Name of Work: Improvement & widening of Thakurbari to Ghoiralee Factory connecting Road including construction of RCC Bridge 5/1 (Span 1 x 24.75m) under Signature Project of SOPD-G (State Priority Scheme) for the year 2019-20, Rangapara LAC
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplins and trees girth upto 300mm, removal of stamps of trees cut earlier and disposal of unserviciable materials and staking of serviciable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness....\n(i) By Manual Means (A) In area of non thorny jungle	BI01010001010000000000000515BI0100001113	2.6	Hect.
2	2	Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.\n(i) Girth above 300 mm to 600 mm	BI01010001010000000000000515BI0100001114	25	each
3	3	Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.\n(ii) Girth above 600 mm to 900 mm	BI01010001010000000000000515BI0100001115	8	each
4	4	Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per Technical Specification lause 301.4	BI01010001010000000000000515BI0100001116	8437.5	Sqm
5	5	Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dres(I) Upto 3.0m depth	BI01010001010000000000000515BI0100001117	1350	Cum.
6	6	Construction of embankment with aproved materials obtained from borrow pits, Construction of embankment with approved materials obtained from borrow pits with all lifts & leads .transporting to site, spreading grading to required slope and compacting to meet required of Tables 300.2 (including compansation of earth)\n(a) Private land.	BI01010001010000000000000515BI0100001118	36503.2	Cum.
7	7	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 (including compansation of earth)\n(a) Private land.	BI01010001010000000000000515BI0100001119	12806.4	Cum.
8	8	(A) By mix Place Method:- Construction of granular sub-base by prevelling well gradeed 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 achive the desired, conplete as per Technical Specification Clause.401\n(ii) For Grading Material (Gr-II) GSB	BI01010001010000000000000515BI0100001120	3150.89	Cum.
9	9	Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density \nGrading-II (B) By manual Means (c. using screening type-B) 11.2mm aggregate	BI01010001010000000000000515BI0100001121	1596.1	Cum.
10	10	Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density \nGrading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate	BI01010001010000000000000515BI0100001122	1785.95	Cum.
11	11	Interlocking Concrete Block \na) Providing and laying Interlocking Concrete Block Pavement-(M-40) having thickness 80mm as per Technical Specification clause 1504 complete including carriage(Inclusive Edge restraint)	BI01010001010000000000000515BI0100001123	420.77	Sq.m
12	12	Prime coat \n(Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nI. with bitumen emalsion-CSS- 1h	BI01010001010000000000000515BI0100001124	28847.5	Sq.m
13	13	Tack coat \nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (c) (b) dry & hungry bituminous surface	BI01010001010000000000000515BI0100001125	57695	sqm
14	14	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, premixedwith bituminous binder@ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. (As per analysys-3) ( Including cost of testing of materials at site and laboratoryas directed by the deptt.) ( Including extra lead beyond 5.00 km for carriage of materials from quarry toplant site and exrtra lead beyond 10.00Km from Plant site to Laying site.) \n(a)'with VG-30 grade bitumen	BI01010001010000000000000515BI0100001126	1480.84	cum
15	15	Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 to 5.6 % 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 andalignment, rollingwith smooth wheeled,vibratoryand tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (as per analysys-3 ( Including cost of testing of materials at site and laboratory as directed by the deptt. )( Including extra lead beyond 5.00 km for carriage of materials from quarry to plant site and exrtra lead beyond 10.00Km from Plant site to Laying site.) \n(a)'with 60/70 or VG-30 grade bitumen\n(ii) for grading-II )13mm nominal size)	BI01010001010000000000000515BI0100001127	850.53	cum
16	16	Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 8o1.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cm x60cm, 60cm below ground level as per approved drawing. \ni)60 CM equilatreral tringle	BI01010001010000000000000515BI0100001128	24	each
17	17	Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 8o1.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cm x60cm, 60cm below ground level as per approved drawing. \nii)60CM Circular	BI01010001010000000000000515BI0100001129	20	each
18	18	Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 8o1.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cm x60cm, 60cm below ground level as per approved drawing. \niii) 80cm x 60 cm rectangular	BI01010001010000000000000515BI0100001130	8	each
19	19	Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\ni)5th Kilometer Stone (Precast)	BI01010001010000000000000515BI0100001131	1	each
20	20	Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\nii)Ordinary Kilometer Stone (Precast)	BI01010001010000000000000515BI0100001132	8	each
21	21	Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\niii)200 m stone (precast)	BI01010001010000000000000515BI0100001133	32	each
22	22	Providing Hump Type Speed Breaker Complete as per Drawing and Technical Specification.	BI01010001010000000000000515BI0100001134	22	Rm
23	23	Providing Reflective Pavement Marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.	BI01010001010000000000000515BI0100001135	3496.67	each
24	24	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	BI01010001010000000000000515BI0100001136	1110.6	sqm
25	25	Planting of Trees and their Maintenance for three 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 three year.	BI01010001010000000000000515BI0100001137	1049	each
26	26	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001138	156	cum
27	27	Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications	BI01010001010000000000000515BI0100001139	312	cum
28	28	Boulder apron laid on river bed for protection against scour with stone/ boulders weighing not less than 40Kg each complete as per drawing and technical specification	BI01010001010000000000000515BI0100001140	270	cum
29	29	Bridge work \nDismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)	BI01010001010000000000000515BI0100001141	107.32	cum
30	30	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nI Ordinary soil\nA Manual Means\n(I) Without dewatering\n(i) upto 3 m depth	BI01010001010000000000000515BI0100001142	220	cum
31	31	Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-\n1000 mm)	BI01010001010000000000000515BI0100001143	288	Rm
32	32	Pile load test on single vertical pile in accordance with IS:2911(Part-IV).\nInitial Load Test	BI01010001010000000000000515BI0100001144	195.99	MT
33	33	Pile load test on single vertical pile in accordance with IS:2911(Part-IV).\nRoutine Load Test	BI01010001010000000000000515BI0100001145	156.79	MT
34	34	Providing and laying Cement concrete for reinforced concrete in pile cap complete as per drawing and technical specification\n	BI01010001010000000000000515BI0100001146	113.52	cum
35	35	Levelling course for Pile cap, Providing and lying of PCC M-20 levelling course 100mm thick below the pile cap	BI01010001010000000000000515BI0100001147	7.57	cum
36	36	Supplying, fitting and placing un-coated Mild steel reinforcement\ncomplete in foundation as per drawing and technical specification	BI01010001010000000000000515BI0100001148	37.34	MT
37	37	Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork	BI01010001010000000000000515BI0100001149	114.05	cum
38	38	Supplying, fitting and placing TMT bar reinforcement in substructure\ncomplete as per drawing and technical specifications	BI01010001010000000000000515BI0100001150	12.28	MT
39	39	Supplying, fitting and fixing in position true to line and level\nelastomeric bearing conforming to IRC: 83 (Part-II) section IX and\nclause 2005 of MoRTH specifications complete including all\naccessories as per drawing and Technical Specifications.	BI01010001010000000000000515BI0100001151	106920	cucm
40	40	Providing and laying Cement concrete in superstrure complete as per drawing and technical specification height 5.0m to 10.00m \n	BI01010001010000000000000515BI0100001152	114.5	cum
41	41	Reinforcement in Super Structure: Supplying, fitting and placing\nTMT bar reinforcement in super-structure including splicing\ncomplete as per drawing and technical specifications	BI01010001010000000000000515BI0100001153	17.94	MT
42	42	Providing and laying Cement concrete wearing coat M-30 grade\nincluding reinforcement complete as per drawing and Technical\nSpecifications	BI01010001010000000000000515BI0100001154	14.29	cum
43	43	Construction of precast RCC railing of M30 Grade, aggregate size\nnot exceeding 12 mm, true to line and grade, tolurence of vertical\nRCC post not to exceed 1 in 500, centre to centre spacing between\nvertical post not to exceed 2000 mm, leaving adequat space\nbetween vertical posts for expansion, complete as per approved\ndrawings and technical specifications.	BI01010001010000000000000515BI0100001155	66.8	Rm
44	44	Drainage Spouts complete as per drawing and Technical\nspecification	BI01010001010000000000000515BI0100001156	14	No
45	45	Reinforced cement concrete approach slab including reinforcement\nand formwork complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001157	20.28	cum
46	46	Strip Seal Expansion Joint (Providing and laying of a strip seal\nexpansion joint catering to maximum horizontal movement upto 70\nmm, complete as per approved drawings and standard\nspecifications to be installed by the manufacturer/supplier or their\nauthorised representativeensuring complianceto the manufacturer's\ninstruction for installation).	BI01010001010000000000000515BI0100001158	15	Rm
47	47	SLAB CULVERT, 1.5m span\nExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nI Ordinary soil\nA Manual Means\n(I) Without dewatering\n(i) upto 3 m depth	BI01010001010000000000000515BI0100001159	647.18	cum
48	48	Laying bedding on well compacted sand as per clause 1105(ii)	BI01010001010000000000000515BI0100001160	5.76	cum
49	49	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C. Grade M - 15	BI01010001010000000000000515BI0100001161	90.07	cum
50	50	Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109	BI01010001010000000000000515BI0100001162	197.31	cum
51	51	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C. Grade M - 25	BI01010001010000000000000515BI0100001163	21.17	cum
52	52	Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3	BI01010001010000000000000515BI0100001164	6.93	cum
53	53	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7	BI01010001010000000000000515BI0100001165	48	each
54	54	Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202	BI01010001010000000000000515BI0100001166	1.53	Mt
55	55	Plastering with cement mortar (1:4) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4	BI01010001010000000000000515BI0100001167	18.23	10 Sqm
56	56	BOX CELL CULVERT\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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	BI01010001010000000000000515BI0100001168	325.13	Cum
57	57	Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\n	BI01010001010000000000000515BI0100001169	23.63	Cum
58	58	Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204\nA. With Crushed Stone\nRCC Grade M20 for Height upto 5m\n\n	BI01010001010000000000000515BI0100001170	178.34	Cum
59	59	Supplying, fitting and placing TMT bar reinforcement (Fe-500) in sub-structure complete as per drawing and technical specifications Clauses 1002, 105, 1010 & 1202\n	BI01010001010000000000000515BI0100001171	13.8	Cum
60	60	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202\nA. With crushed stone\n	BI01010001010000000000000515BI0100001172	8.1	Cum
61	61	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, as per drawings and technical specifications clauses 800, 900 and 1208.3\n	BI01010001010000000000000515BI0100001173	30	Rm
62	62	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301\n	BI01010001010000000000000515BI0100001174	72	Cum
63	63	HP CULVERT SINGLE ROW\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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	BI01010001010000000000000515BI0100001175	51.13	cum
64	64	Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\n	BI01010001010000000000000515BI0100001176	3.36	cum
65	65	Bedding for pipe\n(ii) Type B(First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(i) Sand Filling\n	BI01010001010000000000000515BI0100001177	5.97	cum
66	66	Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n	BI01010001010000000000000515BI0100001178	27.6	cum
67	67	Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n	BI01010001010000000000000515BI0100001179	19.49	cum
68	68	Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204\n	BI01010001010000000000000515BI0100001180	6.34	10 Sqm
69	69	Providing and laying reinforced cement concrete pipe NP3 for culverts 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 works in head walls and parapets Clause 1106.\n(B) 1000 mm dia\n	BI01010001010000000000000515BI0100001181	15	Rm
70	70	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.\n(i) Private Land (for Earth Work in cushioning)	BI01010001010000000000000515BI0100001182	162.26	cum
71	71	HP CULVERT DOUBLE ROW\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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	BI01010001010000000000000515BI0100001183	44.72	cum
72	72	Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\n	BI01010001010000000000000515BI0100001184	3.31	cum
73	73	Bedding for pipe\n(ii) Type B(First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(i) Sand Filling\n	BI01010001010000000000000515BI0100001185	9.75	cum
74	74	Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n	BI01010001010000000000000515BI0100001186	27.19	cum
75	75	Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nII. In 1:4 cement mortar\n	BI01010001010000000000000515BI0100001187	19.16	cum
76	76	Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204\n	BI01010001010000000000000515BI0100001188	43.45	Sqm
77	77	Providing and laying reinforced cement concrete pipe NP3 for culverts 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 works in head walls and parapets Clause 1106.\n(B) 1000 mm dia\n	BI01010001010000000000000515BI0100001189	15	Rm
78	78	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.\n(i) Private Land (for Earth Work in cushioning)	BI01010001010000000000000515BI0100001190	118.75	cum

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Improvement And Widening Of Thakurbari To Ghoiralee Factory Connecting Road Including Construction Of Rcc Bridge 5/1 ( Span 1 X 24 . 75M ) Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Rangapara Lac Sopd_Sig_19_20, Rangapara-Assam

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Improvement And Widening Of Thakurbari To Ghoiralee Factory Connecting Road Including Construction Of Rcc Bridge 5/1 ( Span 1 X 24 . 75M ) Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Rangapara Lac Sopd_Sig_19_20, Rangapara-Assam

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