Tender For Upgradation Of Infrastructure Development For Multipurpose Hall Tirbin.(Sh: Road Connectivity, Development Of Parking Places, Retaining Wall, Drainage System, Boundary Wall Etc.), Leparada-Arunachal Pradesh

TDR : 54755232

Tender Notice
BOQ

Expired

Leparada , Arunachal Pradesh

Tender Brief : Tender For Upgradation Of Infrastructure Development For Multipurpose Hall Tirbin.(Sh: Road Connectivity, Development Of Parking Places, Retaining Wall, Drainage System, Boundary Wall Etc.)

Document Fees
₹ 1000 /-

EMD
₹ 96230.0 /-

Tender Value
Refer document

Submission Date
25-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
2	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
3	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.)Ordinary soilManual Meansupto 3 m depth
4	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.)
5	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsB Coursed rubble masonry (first sort )
6	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
7	Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
8	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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)(i) Ordinary soil, A) Manual Means (Depth upto 3 m)
9	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.
10	Centring and shuttering including strutting,propping etc and removal of form work for:(b) Walls (any thickness0 including attached pilasters,buttresses,plinth and string courses etc.
11	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
12	Neat cement punning.
13	Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
14	Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation and footings
15	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel and medium tensile steel bars.
16	Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil
17	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering.
18	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
19	Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding cost of centring, shuttering and reinforcement in : a) M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
20	Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
21	Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
22	Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
23	Centring and shuttering including strutting, propping etc and removal of form work for :e) Column, pillars, posts and struts etc.
24	b) Walls including attached buttresses, pilasters etc.
25	d) Lintels, beams, girders, bressumers and cantilevers etc.
26	Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars.
27	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
28	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
29	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
30	15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
31	P/Fixing MS Grill of approved design make of MS angle & MS flat of 20 x 6 mm with applying a coat of red oxide primer etc complete as per direction of Engineer in Charge.
32	Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
33	Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil
34	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering.
35	Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding cost of centring, shuttering and reinforcement in : a) M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
36	Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
37	Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
38	Centring and shuttering including strutting, propping etc and removal of form work for :e) Column, pillars, posts and struts etc.
39	Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars.
40	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
41	15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
42	Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
43	P/fixing MS Gate double leaf decorative with priming & Painting etc complete as per the direction of the Engineer in Charge Please Enable Macros to View BoQ information

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Tender For Upgradation Of Infrastructure Development For Multipurpose Hall Tirbin.(Sh: Road Connectivity, Development Of Parking Places, Retaining Wall, Drainage System, Boundary Wall Etc.), Leparada-Arunachal Pradesh

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Sl. No.	Item Description
1	Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
2	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
3	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.)Ordinary soilManual Meansupto 3 m depth
4	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.)
5	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsB Coursed rubble masonry (first sort )
6	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
7	Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
8	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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)(i) Ordinary soil, A) Manual Means (Depth upto 3 m)
9	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.
10	Centring and shuttering including strutting,propping etc and removal of form work for:(b) Walls (any thickness0 including attached pilasters,buttresses,plinth and string courses etc.
11	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
12	Neat cement punning.
13	Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
14	Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation and footings
15	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel and medium tensile steel bars.
16	Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil
17	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering.
18	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
19	Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding cost of centring, shuttering and reinforcement in : a) M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
20	Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
21	Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
22	Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
23	Centring and shuttering including strutting, propping etc and removal of form work for :e) Column, pillars, posts and struts etc.
24	b) Walls including attached buttresses, pilasters etc.
25	d) Lintels, beams, girders, bressumers and cantilevers etc.
26	Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars.
27	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
28	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
29	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
30	15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
31	P/Fixing MS Grill of approved design make of MS angle & MS flat of 20 x 6 mm with applying a coat of red oxide primer etc complete as per direction of Engineer in Charge.
32	Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
33	Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. b) Hard Soil
34	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering.
35	Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding cost of centring, shuttering and reinforcement in : a) M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
36	Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
37	Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
38	Centring and shuttering including strutting, propping etc and removal of form work for :e) Column, pillars, posts and struts etc.
39	Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars.
40	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
41	15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
42	Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
43	P/fixing MS Gate double leaf decorative with priming & Painting etc complete as per the direction of the Engineer in Charge Please Enable Macros to View BoQ information

Tender For Upgradation Of Infrastructure Development For Multipurpose Hall Tirbin.(Sh: Road Connectivity, Development Of Parking Places, Retaining Wall, Drainage System, Boundary Wall Etc.), Leparada-Arunachal Pradesh

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