Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Feb 2024
Closing Date26 Feb 2024
Tender Amount₹ 1,10,83,000
Costs
EMD
₹ 2,21,660Document Cost
₹ 3,325Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_36487_1Bid Award Id
ViewTender No
CS/NGTRD/3/SOPD-G/2023-24Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Construction of granular sub-base by providing well graded matenal, spreading in unform 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.
(ii) for gradng II material
28.5
-
2802.54
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applytng and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405, A By manual means
101.43
-
3800.02
Supplying, fitting placing TMT IS:1786 (Fe 500) bæ reinforcerent in sub-structure complete as per drawing and technical speafications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
10.16
-
56880
Plain/Reinforced cernent concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) acceleratng plasticiser(MasterpIast ACPL or equivalent) conforming to IS-9103-1999
F) RCC Grade M25
a) Hetght upto 5m,
Case II) With Batching Rant, Transit Mixer and Concrete Pump
202.85
-
8863
Providing, fitting & fixing in position Anti skid paver tiles as per BIS specifications of Size (300mm x 300 mm x 25 mm) as directed and approved by the Deptt
1352.35
-
1415.9
V Shaped Drain: Earthwork in excavation for structures as per drawing and technical specifications Clause including setting out, construction o
shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material,
113.68
-
113
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause
16.24
-
2297.4
Plan/reinforced cement concrete in substructure complete as per drawings and techno speaficatjon Clauses 802.804. 805, 806, 807, 1202 ans 1204, With Crushed Stone, PCC M15 (1:2.5:5)
52.2
-
5517
Edge Restrainer: Plain/reinforced cement concrete in substructure complete as per drawings and techmcal specification Clauses 802, 804 805, 806, 807, 1202 ans 1204 With Crushed Stone
PC.C grade M 15
8.46
-
5517
Earth Filling: Construction of Embankment With Matenal Obtained from Borrow Pits Construction of embankment with approved matenal obtained from borrow pits with a lift upto 1 f m, to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 ard 3002 with a lead upto 1000 m as per Tecthnical Specification Clause 301.5
(i) Private Land
81
-
228.5
Turfing: Grasstng with ' Doobs' Grass (Grassng With 'Doobs' grass including watering and maintenance of the lawn for 30 days or mote till the grass forms a thick lawn free from weeds and fit for moving including supplying good earh if needed)
ii) In rows 7.5 cm apart in either direction
420
-
52
PLASTERING AND GROOVING ON BOULDER WALL: 15 mm cement plaster on the rough side of single or half back wall of mix
318
-
339.7
Extra for lining out plaster to imitate stone or concrete blocks walling
318
-
93.75
Construction of roadside wall (height-0 9m. width=250mm): Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m
and lift upto 1.5 m. as directed by Engineer-in-charge
100.74
-
205.45
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
20.48
-
253.95
Brick work with common burnt clay F.PS. (non modular) bricks of class designation 7.5 in foundation and plinth in:.
9.09
-
6882
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-111) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
6.06
-
6833.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
2489.15
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
91.91
-
307.95
Centering and shuttering including strutting, propping etc. and removal of form for Lintels. beams, plinth beams. girders, bressumers and cantilevers
95
-
608.35
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
136.5
-
804.25
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3
23.58
-
8364.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
8.53
-
10185.05
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 1:4
42.75
-
8512.1
15 mm cement plaster on the rough side of single or half brick wall of mix (1:4)
171
-
339.7
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finished granite stone slab jet black, cherry red, Elite Brown, Cat Eye or equivalent
218.5
-
2589.9
Distemper with oil bound washable distemper of a proved brand and manufacture to give an even shade
171
-
162.55
Construction of boundary wail with grill & gate around children park (Height = 1.4m): Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m. as directed by Engineer-in-charge
19.42
-
205.45
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
2.3
-
253.95
Brick work with common burnt clay F.PS. (non modular) bricks of class designation 7.5 in foundation and plinth in:.
1.66
-
6882
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-111) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
1.1
-
6833.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
575.14
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
17.1
-
307.95
Centering and shuttering including strutting, propping etc. and removal of form for Lintels. beams, plinth beams. girders, bressumers and cantilevers
36
-
608.35
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
25.2
-
804.25
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3
11.77
-
8364.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
1.89
-
10185.05
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finished granite stone slab jet black, cherry red, Elite Brown, Cat Eye or equivalent
25.2
-
2589.9
12 mm Cement Plaster of Mix (1:4)
24
-
294.85
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar. ladder, railings, brackets, gates and similar works
800
-
142.3
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 Itr /10 sqm of approved brand and manufacture
80
-
140.05
Distempering with oil bound washable distemper or approved brand and manufacture to give an even shade
66
-
162.55
ANALYSIS OF FENCING OVER BEAM AT BACKSIDE OF RESIDENTOAL AREA: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
186.62
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form for Lintels. beams, plinth beams. girders, bressumers and cantilevers
16
-
608.35
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3
1.6
-
8364.2
12 mm Cement Plaster of Mix (1:4)
22.4
-
294.85
Distempering with oil bound washable distemper or approved brand and manufacture to give an even shade
22.4
-
162.55
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete,
239.36
-
93.05
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25125 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
57.6
-
971.9
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 Itr /10 sqm of approved brand and manufacture
5.28
-
140.05
CONSTRUCTION OF GATE NEAR SURYANAMASKAR AREA: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m
and lift upto 1.5 m. as directed by Engineer-in-charge
3.21
-
205.45
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
0.68
-
253.95
Brick work with common burnt clay F.PS. (non modular) bricks of class designation 7.5 in foundation and plinth in:.
0.28
-
6882
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-111) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
0.19
-
6833.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
103.9
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
3.42
-
307.95
Centering and shuttering including strutting, propping etc. and removal of form for Lintels. beams, plinth beams. girders, bressumers and cantilevers
2.55
-
608.35
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
7.2
-
804.25
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3
1.77
-
8364.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
0.54
-
10185.05
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finished granite stone slab jet black, cherry red, Elite Brown, Cat Eye or equivalent
7.47
-
2589.9
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar. ladder, railings, brackets, gates and similar works
268.8
-
142.3
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 Itr /10 sqm of approved brand and manufacture
7.68
-
140.05
CONSTRUCTION OF GATE AT THE ENTRANCE OF RESIDENTIAL AREA: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m. as directed by Engineer-in-charge
2.23
-
205.45
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
0.45
-
253.95
Brick work with common burnt clay F.PS. (non modular) bricks of class designation 7.5 in foundation and plinth in:.
0.2
-
6882
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-111) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
0.13
-
6833.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
71.53
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
2.28
-
307.95
Centering and shuttering including strutting, propping etc. and removal of form for Lintels. beams, plinth beams. girders, bressumers and cantilevers
2.15
-
608.35
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
4.8
-
804.25
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3
1.24
-
8364.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
0.36
-
10185.05
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finished granite stone slab jet black, cherry red, Elite Brown, Cat Eye or equivalent
4.98
-
2589.9
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar. ladder, railings, brackets, gates and similar works
296
-
142.3
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 Itr /10 sqm of approved brand and manufacture
7.4
-
140.05
CONSTRUCJ ION OF GATE AT BACKSIDE OF RESIDENTIAL AREA: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m
and lift upto 1.5 m. as directed by Engineer-in-charge
2.23
-
205.45
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
0.45
-
253.95
Brick work with common burnt clay F.PS. (non modular) bricks of class designation 7.5 in foundation and plinth in:.
0.2
-
6882
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-111) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
0.13
-
6833.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
71.53
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
2.28
-
307.95
Centering and shuttering including strutting, propping etc. and removal of form for Lintels. beams, plinth beams. girders, bressumers and cantilevers
2.15
-
608.35
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
4.8
-
804.25
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3
1.24
-
8364.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
0.36
-
10185.05
Distempering with oil bound washable distemper or approved brand and manufacture to give an even shade
4
-
162.55
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete,
106.08
-
93.05
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25125 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
6
-
971.9
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 Itr /10 sqm of approved brand and manufacture
6
-
140.05
REPAIRING OF SANTRY POST: Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1.22
-
2161.2
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
0.06
-
1698.45
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papenng and preparing the surface smooth including necessary repairs to scratches etc. complete.
12.96
-
20.85
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:
1350
-
2.8
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
6.48
-
136
Demolishing RCC manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
0.11
-
2928.1
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
42.61
-
89.65
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
4.8
-
804.25
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of
0.3
-
10185.05
Brick work with common burnt elay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
0.36
-
8512.1
12 mm Cement Plaster of Mix (1:4)
3.24
-
294.85
15 mm cement plaster on the rough side of single or half brick wall of mix (1:4)
3.24
-
339.7
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
12.96
-
162.55
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth
0.24
-
6882
Cement concrete flooring 1 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement. includingcement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
3.24
-
545
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (I cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
3.24
-
1416.65
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
75.48
-
154.9
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks. bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required: 0.63 mm thick with zinc coating not less than 275 gm/m2
75.48
-
978
ELECTRICAL WORKS AT RAJ BHAWAN: Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surtåce/ recess. complete with tinned copper bus bar, neutral bus bar. earth bar. din bar, interconnections, powder painted including earthing etc. as required. (But without MCB, RCCB/lsolator): 12 Way, Double Door
1
-
2315
Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel. dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB T PDB is normally used where 3 phase outlets are required.)
8 way (4 + 24), Double door.
1
-
10165
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB(IsoIator)
4 way (4 + 12); Double door
5
-
4091
Supplying and fixing 5 A to 32 A rating, 240/415 V, IO kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Single pole
1
-
256
Supplying and fixing 5 A to 32 A rating, 240/415 V, IO kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Double pole
1
-
656
Supplying and fixing 5 A to 32 A rating, 240/415 V, IO kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Triple pole
1
-
1007
Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V "C" curve DP MCB complete with connections, testing and commissioning etc. as required.
8
-
1169
Wiring for light point' fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular pla!e, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP C
83
-
1467
Wiring for group controlled (looped) life point/ fan point/ exhaust fan point/ call bell point without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP C
45
-
858
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduits 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
55
-
1562
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch
15
-
103
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 A socket outlet
15
-
122
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pm 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
5
-
477
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 1 5/16 A modular switch, connections etc. as required.
5
-
586
Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required.
5
-
727
Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.
1 00 mm width X 50 mm depth X 1.6 mm thickness
250
-
476
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + I X 1.5 s , mm earth wire
450
-
233
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + I X 2.5 sq. mm earth wire
200
-
275
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + I X 4 sq. mm earth wire
200
-
334
Supplying Installation , Testing & Cornmisionning of Spike light
65
-
5624
Supplying Installation , Testing & Cornmisionning of Inground light
55
-
6436
Supplying Installation , Testing & Cornmisionning of Victorian gate light
8
-
8240
Supplying Installation , Testing & Cornmisionning of Victorian piller light
55
-
6780
Children playing equipments
1
-
183318.19
TREE PLANTATION: Plantation with chosen species(Copper pod tree, Kanchan tree, Golden Laburnum (xunaru) etc.) as per direction of Engineer-in-charge.
30
-
800
Natural manuring of gardening area
360
-
12
Maintenance of garden area & Plantation for one year (watering, weeding, gap filling, manuring)
30
-
1000
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