Metalling And Black Topping Of Gunjung Maibong Road From 17 . 00 Km And 18 . 00 Km Including Construction Of Rcc Bridge No . 17/1 And 18/1 , Hume Pipe , Drainage , Culvert Under Ridf-Xxvi Of Nabard For The Year 2020-21 . Metalling And Black Topping Of, Haflong-Assam

TDR : 27075125

Tender Notice
BOQ

Expired

Haflong , Assam

Tender Brief : Metalling And Black Topping Of Gunjung Maibong Road From 17 . 00 Km And 18 . 00 Km Including Construction Of Rcc Bridge No . 17/1 And 18/1 , Hume Pipe , Drainage , Culvert Under Ridf-Xxvi Of Nabard For The Year 2020-21 . Metalling And Black Topping Of

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₹ 10000 /-

EMD
₹ 969600.0 /-

Tender Value
Refer document

Submission Date
08-03-2021

Competition Type
Indian

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Name of Work: Metalling & Black Topping of Gunjung Maibong Road from 17.00 km & 18.00 km including Construction of RCC Bridge No.17/1 & 18/1, Hume pipe, Drainage, Culvert under RIDF-XXVI of NABARD for the year 2020-21.
1	1	Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nb) From Govt land	BI01010001010000000000000515BI0100001113	5889.82	cum
2	2	Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nii) For Grading-II Materials	BI01010001010000000000000515BI0100001114	1236.15	cum
3	3	Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density By Manual Means (I) Grading I Using Screening Type-A (13.2mm Agg.) (i) W.B.M. Grading-I (A) By manual means,	BI01010001010000000000000515BI0100001115	618.075	cum
4	4	Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density By Manual Means (I) Grading I Using Screening Type-A (13.2mm Agg.) (i) W.B.M. Grading-I (A) By manual means,(ii) W.B.M. Grading-III	BI01010001010000000000000515BI0100001116	1236.15	cum
5	5	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. ( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(III)With Bitumen emulsion CRS-1 \n(a) Normal bituminous surface	BI01010001010000000000000515BI0100001117	8241	sqm
6	6	Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nOpen-Graded Premix Surfacing using cold mix Binder( as per IRC:SP:100:2014cationic Bitumen Emulsion CMS)	BI01010001010000000000000515BI0100001118	8241	sqm
7	7	Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) \n(a) Without anti stripping agent \nCase - I : Type A (Providing and laying liquid seal coat comprising of a layer of bituminous binder ( paving bitumen 60/70 or VG-30 grade, followed by a cover of crushed stone chipping of specified grade.\n1. By Manual Means	BI01010001010000000000000515BI0100001119	8241	sqm
8	8	Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of bankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	BI01010001010000000000000515BI0100001120	23739.6	cum
9	9	Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 )	BI01010001010000000000000515BI0100001121	15660	cum
10	10	Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m ) \nMechanical means	BI01010001010000000000000515BI0100001122	1451.2	Rm
11	11	HUME PIPE CULVERT 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.	BI01010001010000000000000515BI0100001123	202.2	cum
12	12	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001124	54.65	cum
13	13	Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification \nRandom Rubble Masonry	BI01010001010000000000000515BI0100001125	70.25	cum
14	14	Providing and laying Reinforced cement concrete pipe NP3/as per design in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.	BI01010001010000000000000515BI0100001126	50	Rm
15	15	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification\nA Granular material cum \n	BI01010001010000000000000515BI0100001127	97.16	cum
16	16	Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications	BI01010001010000000000000515BI0100001128	124.15	sqm
17	17	RCC Bridge No.17/1\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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.)	BI01010001010000000000000515BI0100001129	112.15	cum
18	18	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001130	13.124	cum
19	19	Plain/Reinforced cement concrete, in openfoundation complete as per drawing and technical specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001131	133.66	cum
20	20	Reinforcement in Foundation: Supplying,fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications.\nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001132	41.503	MT
21	21	Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Without plasticiser\nPCC Grade M20	BI01010001010000000000000515BI0100001133	155.25	cum
22	22	Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001134	19.82	MT
23	23	Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming centimetre to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical\nSpecifications.	BI01010001010000000000000515BI0100001135	76377.6	cm3
24	24	Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering \nRCC Grade M25\nformwork.For solid slab super-structure \nHeight 5m to 10m	BI01010001010000000000000515BI0100001136	61.2	cum
25	25	Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001137	11.33	MT
26	26	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specificationss	BI01010001010000000000000515BI0100001138	9.65	cum
27	27	Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.	BI01010001010000000000000515BI0100001139	49.3	metre
28	28	Drainage Spouts complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001140	14	Each
29	29	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001141	17.75	cum
30	30	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001142	3.2	cum
31	31	Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction for installation).	BI01010001010000000000000515BI0100001143	15	metre
32	32	PROTECTION WORK \nBoulder apron laid in wire crates (Providing and laying of boulder 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.)	BI01010001010000000000000515BI0100001144	129.98	cum
33	33	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001145	279.04	cum
34	34	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 Stone/Boulder.	BI01010001010000000000000515BI0100001146	204.56	cum
35	35	RCC Bridge No.18/1\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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.)	BI01010001010000000000000515BI0100001147	97.52	cum
36	36	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001148	13.6065	cum
37	37	Plain/Reinforced cement concrete, in openfoundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser\nPCC Grade M20	BI01010001010000000000000515BI0100001149	157.16	cum
38	38	Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications.\nTMT-IS1786( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001150	43.403	MT
39	39	Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork \nPCC Grade M20	BI01010001010000000000000515BI0100001151	166.23	cum
40	40	Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001152	21.11	MT
41	41	Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming centimetre to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical\nSpecifications.	BI01010001010000000000000515BI0100001153	96237.2	cm3
42	42	Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering \nRCC Grade M25\nformwork.For solid slab super-structure\nHeight 5m to 10m	BI01010001010000000000000515BI0100001154	95.5	cum
43	43	Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001155	16.06	MT
44	44	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications	BI01010001010000000000000515BI0100001156	12.6	cum
45	45	Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.	BI01010001010000000000000515BI0100001157	44.8	Rm
46	46	Drainage Spouts complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001158	18	Each
47	47	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001159	17.75	cum
48	48	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001160	3.2	cum
49	49	Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction for installation).	BI01010001010000000000000515BI0100001161	15	metre
50	50	PROTECTION WORK\nBoulder apron laid in wire crates (Providing and laying of boulder 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.)	BI01010001010000000000000515BI0100001162	129.98	cum
51	51	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001163	248.917	cum
52	52	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	BI01010001010000000000000515BI0100001164	204.56	cum
53	53	Planting Trees and their Maintenancce 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 farmyard/sludge manure,planting the saplings, backfilling the trenches,watering,fixing the tree guard nad maintaining the plants for one year	BI01010001010000000000000515BI0100001165	101	Each
54	54	Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depth of 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval. Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2 (two) each of Design & Drawing of each bridge to be bmitted for approval and 8 (eight) copies after approval of competent authority.	BI01010001010000000000000515BI0100001166	2	Job

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Metalling And Black Topping Of Gunjung Maibong Road From 17 . 00 Km And 18 . 00 Km Including Construction Of Rcc Bridge No . 17/1 And 18/1 , Hume Pipe , Drainage , Culvert Under Ridf-Xxvi Of Nabard For The Year 2020-21 . Metalling And Black Topping Of, Haflong-Assam

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Name of Work: Metalling & Black Topping of Gunjung Maibong Road from 17.00 km & 18.00 km including Construction of RCC Bridge No.17/1 & 18/1, Hume pipe, Drainage, Culvert under RIDF-XXVI of NABARD for the year 2020-21.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nb) From Govt land	BI01010001010000000000000515BI0100001113	5889.82	cum
2	2	Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nii) For Grading-II Materials	BI01010001010000000000000515BI0100001114	1236.15	cum
3	3	Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density By Manual Means (I) Grading I Using Screening Type-A (13.2mm Agg.) (i) W.B.M. Grading-I (A) By manual means,	BI01010001010000000000000515BI0100001115	618.075	cum
4	4	Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density By Manual Means (I) Grading I Using Screening Type-A (13.2mm Agg.) (i) W.B.M. Grading-I (A) By manual means,(ii) W.B.M. Grading-III	BI01010001010000000000000515BI0100001116	1236.15	cum
5	5	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. ( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(III)With Bitumen emulsion CRS-1 \n(a) Normal bituminous surface	BI01010001010000000000000515BI0100001117	8241	sqm
6	6	Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nOpen-Graded Premix Surfacing using cold mix Binder( as per IRC:SP:100:2014cationic Bitumen Emulsion CMS)	BI01010001010000000000000515BI0100001118	8241	sqm
7	7	Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) \n(a) Without anti stripping agent \nCase - I : Type A (Providing and laying liquid seal coat comprising of a layer of bituminous binder ( paving bitumen 60/70 or VG-30 grade, followed by a cover of crushed stone chipping of specified grade.\n1. By Manual Means	BI01010001010000000000000515BI0100001119	8241	sqm
8	8	Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of bankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	BI01010001010000000000000515BI0100001120	23739.6	cum
9	9	Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 )	BI01010001010000000000000515BI0100001121	15660	cum
10	10	Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m ) \nMechanical means	BI01010001010000000000000515BI0100001122	1451.2	Rm
11	11	HUME PIPE CULVERT 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.	BI01010001010000000000000515BI0100001123	202.2	cum
12	12	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001124	54.65	cum
13	13	Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification \nRandom Rubble Masonry	BI01010001010000000000000515BI0100001125	70.25	cum
14	14	Providing and laying Reinforced cement concrete pipe NP3/as per design in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.	BI01010001010000000000000515BI0100001126	50	Rm
15	15	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification\nA Granular material cum \n	BI01010001010000000000000515BI0100001127	97.16	cum
16	16	Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications	BI01010001010000000000000515BI0100001128	124.15	sqm
17	17	RCC Bridge No.17/1\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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.)	BI01010001010000000000000515BI0100001129	112.15	cum
18	18	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001130	13.124	cum
19	19	Plain/Reinforced cement concrete, in openfoundation complete as per drawing and technical specification including steel shuttering formwork.	BI01010001010000000000000515BI0100001131	133.66	cum
20	20	Reinforcement in Foundation: Supplying,fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications.\nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001132	41.503	MT
21	21	Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Without plasticiser\nPCC Grade M20	BI01010001010000000000000515BI0100001133	155.25	cum
22	22	Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001134	19.82	MT
23	23	Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming centimetre to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical\nSpecifications.	BI01010001010000000000000515BI0100001135	76377.6	cm3
24	24	Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering \nRCC Grade M25\nformwork.For solid slab super-structure \nHeight 5m to 10m	BI01010001010000000000000515BI0100001136	61.2	cum
25	25	Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001137	11.33	MT
26	26	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specificationss	BI01010001010000000000000515BI0100001138	9.65	cum
27	27	Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.	BI01010001010000000000000515BI0100001139	49.3	metre
28	28	Drainage Spouts complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001140	14	Each
29	29	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001141	17.75	cum
30	30	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001142	3.2	cum
31	31	Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction for installation).	BI01010001010000000000000515BI0100001143	15	metre
32	32	PROTECTION WORK \nBoulder apron laid in wire crates (Providing and laying of boulder 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.)	BI01010001010000000000000515BI0100001144	129.98	cum
33	33	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001145	279.04	cum
34	34	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 Stone/Boulder.	BI01010001010000000000000515BI0100001146	204.56	cum
35	35	RCC Bridge No.18/1\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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.)	BI01010001010000000000000515BI0100001147	97.52	cum
36	36	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001148	13.6065	cum
37	37	Plain/Reinforced cement concrete, in openfoundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser\nPCC Grade M20	BI01010001010000000000000515BI0100001149	157.16	cum
38	38	Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications.\nTMT-IS1786( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001150	43.403	MT
39	39	Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork \nPCC Grade M20	BI01010001010000000000000515BI0100001151	166.23	cum
40	40	Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001152	21.11	MT
41	41	Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming centimetre to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical\nSpecifications.	BI01010001010000000000000515BI0100001153	96237.2	cm3
42	42	Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering \nRCC Grade M25\nformwork.For solid slab super-structure\nHeight 5m to 10m	BI01010001010000000000000515BI0100001154	95.5	cum
43	43	Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001155	16.06	MT
44	44	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications	BI01010001010000000000000515BI0100001156	12.6	cum
45	45	Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.	BI01010001010000000000000515BI0100001157	44.8	Rm
46	46	Drainage Spouts complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001158	18	Each
47	47	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification \nTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)	BI01010001010000000000000515BI0100001159	17.75	cum
48	48	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001160	3.2	cum
49	49	Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction for installation).	BI01010001010000000000000515BI0100001161	15	metre
50	50	PROTECTION WORK\nBoulder apron laid in wire crates (Providing and laying of boulder 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.)	BI01010001010000000000000515BI0100001162	129.98	cum
51	51	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001163	248.917	cum
52	52	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	BI01010001010000000000000515BI0100001164	204.56	cum
53	53	Planting Trees and their Maintenancce 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 farmyard/sludge manure,planting the saplings, backfilling the trenches,watering,fixing the tree guard nad maintaining the plants for one year	BI01010001010000000000000515BI0100001165	101	Each
54	54	Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depth of 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval. Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2 (two) each of Design & Drawing of each bridge to be bmitted for approval and 8 (eight) copies after approval of competent authority.	BI01010001010000000000000515BI0100001166	2	Job

Metalling And Black Topping Of Gunjung Maibong Road From 17 . 00 Km And 18 . 00 Km Including Construction Of Rcc Bridge No . 17/1 And 18/1 , Hume Pipe , Drainage , Culvert Under Ridf-Xxvi Of Nabard For The Year 2020-21 . Metalling And Black Topping Of, Haflong-Assam

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