Industries And Commerce Department Tender
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Costs
EMD
₹ 13,59,400Document Cost
₹ 13,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ICD_38107_1Bid Award Id
ViewTender No
No 421813/127 dated 15.07.2024Tender Authority
Industries And Commerce Department ViewPurchaser Address
-Website
http://https://industries.assam.gov.in/
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Documents
BOQ Items
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Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
260.4
-
-
... More
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-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
26.04
-
-
... More
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 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
96.18
-
-
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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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
21.66
-
-
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
4.03
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-
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Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
490
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-
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Columns, Pillars, Piers, Abutments, Posts and Struts
612.5
-
-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
96.6
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-
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Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand)
469
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-
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
469
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CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
971.82
-
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15 mm cement plaster on rough side of single or half brick wall of mix:
1:4 (1 cement: 4 coarse sand)
1036.22
-
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EXTERIOR FINISHING
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
2008.03
-
-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
11899.56
-
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Cost of laying roads
-
-
-
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Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
By Manual Means
1
-
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
'Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
5225
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Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical
Specification Clause 303.5.2.
2422.5
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Construction of Subgrade and Earthen Shoulders
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.
(i) Private Land
1710
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-
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Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading
and stacking.
Case-I : Surfaced Road
1710
-
-
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Loading and Unloading Lime, Aggregate, Stone Boulder, Brick
Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
-
-
-
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(ii) Loading of earth,sand,moorum,manure,fly ash by mechanical means including a lead upto 30 M
1710
-
-
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(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
1710
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Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material,
spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
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For Grading I Material
356.25
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For Grading II Material
653.13
-
-
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Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
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Case-I : Surfaced Road
1009.38
-
-
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Case-II: Unsurfaced Gravel Road
1009.38
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-
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Loading and Unloading Lime, Aggregate, Stone Boulder, Brick
Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
-
-
-
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(i) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m
1009.38
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-
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(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
1009.38
-
-
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Water Bound Macadam Sub-base/base
-
-
-
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WBM Grading 1
Using stone screening Type-A 13.2 mm for Gr.I
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification
Clause 404.
(B) By Mechanical Means
653.13
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WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification
Clause 405.
(B) By Mechanical Means
653.13
-
-
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Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading
and stacking.
-
-
-
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Case-I : Surfaced Road
1306.25
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-
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Case-II: Unsurfaced Gravel Road
1306.25
-
-
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Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
-
-
-
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(i) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m
1306.25
-
-
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(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
1306.25
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Interlocking Concrete Block Pavement Providing and laying Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per technical specification clause 1504 complete including carriage
a) Including Edge Block/Edge restraint
5225
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Excavation for Structures
Earthwork in excavation for 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, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth
221.86
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone
-
-
-
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P.C.C grade M 10
Nominal mix 1:3:6
40.81
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R.C.C Grade M25
196.3
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
14.88
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-
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Brick Soling
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
351.18
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Construction of Roadside Drain
-
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-
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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.
In cement mortar
570.4
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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-incharge.
2849.7
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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.
1357.7
-
-
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Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2400
-
-
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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-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
90
-
-
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
180
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-
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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 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1400
-
-
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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.
121836.91
-
-
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Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete
1000
-
-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
8000
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CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
5200
-
-
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Roadside greenery and social forestry
-
-
-
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Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
16.96
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Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm
16.96
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-
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Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
33.91
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Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
Holes 60 cm dia, and 60 cm deep
200
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Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:
With common burnt clay F.P.S. (non modular) bricks of class designation 5.0
200
-
-
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Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) Trees Plant
200
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Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.
67
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Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge
67
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-
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Providing and stacking of Ficus bengalensis krishna of height 75-90 cm., multibranched in earthen pots of size 30 cm as per direction of the officer-in-charge
67
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Repair of exisitng Overhead tank
-
-
-
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
With cement mortar 1:4 (1 cement : 4 fine sand)
390.3
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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 :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
20
-
-
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
20
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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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
750
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Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
(i) Tank shall be emptied of water by pumping & bottom shall be
cleaned of silt and other deposits.
(ii) Entire surface area of the sump shall then scrubbed thoroughly
with wire brush etc. and pressure washed with water.
(iii) Chlorination of RCC internal surface by liquid chlorine.
(iv) The treated surface shall be dried using air jetting and all loose
particles shall be removal from the surface.
(v) Finally the surface shall be treated with ultraviolet radiation etc.
as per direction of Engineer-in-Charge.
148.84
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Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. (a) Internal Work- Exposed on wall
30
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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100 mm diameter. Class-I
6
-
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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
6
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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 80 mm dia
6
-
-
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work.
241.47
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Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
241.47
-
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
241.47
-
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Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.
The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
-
-
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For vertical surface two coats @ 0.70 kg per sqm
184.63
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For horizontal surface one coat @1.10 kg per sqm.
113.04
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-
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
64.86
-
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Borehole
-
-
-
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level
All types of soil
350 mm dia
90
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.
All types of soil
350 mm dia
70
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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
200 mm nominal size dia
160
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
200 mm nominal size dia
10
-
-
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
3
-
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge 150 mm nominal size dia having minimum wall thickness 5.00 mm
170
-
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
48
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
23.13.2 150 mm dia
1
-
-
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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150mm dia
1
-
-
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
150mm dia
1
-
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Supplying, lowering and installation the submersible pump set of required capacity to deliver water at furthest point KSB/Kalama make and delivery out let fitted on spring loaded non return valve directly coupled with submersible motor, suitable for operation at 440 volts +/- 8%, 3 phase 50c/s AC supply, the material of the pump, bronze impeller, stainless steel shaft, CI pump body self aligning thurst plate of heavy bronze with necessary accessories for KSB/ Kalama make submersible pumping set of approved model for yeild of minimum 10000L/Hr.
1
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IRON REMOVAL FILTER
-
-
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Supplying fitting and fixing iron removal filter filling with treated sand, pebbles, manganishdioxide and other required materials of various filtration rate per hour of TARUS make with all necessary fittings such as valve,bib cock,pipe connection etc.with a free maintanance period of six monthhs
(A) IRON REMOVAL FILTERS
Taurus make FRP Composite Structural vessel Iron Removal Filters of 100 % rustproof vessels complete with Top & bottom Strainers, Multiport Valves, Quality filter media-e.g Treated Sand,Mno2 ,Barakar Sand Gravels & Pebbles. ISO, NSF certified.
(VI) 5000 liters capacity
1
-
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Water supply network
-
-
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
External work
-
-
-
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80 mm nominal dia Pipes
420
-
-
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100 mm nominal dia Pipes
910
-
-
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LED Streetlight
-
-
-
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Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required. Above 8.0 metre and upto 11.0 metre
39
-
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Supplying and erection of iron materials GI channel cross arm 100x50x6x2200 mm
6
-
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Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 4.00 mm dia G.I. stay wire and strain insulator etc. in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.
6
-
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Supply and erection of Aerial Bunched (AB) Cable of 1.1 KV (LT) grade (insulated messenger cum neutral) of size- 3C x 50 sqmm + 1C x 35 sqmm (messenger cum neutrak) + 1C x 16 sqmm
950
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Supplying and erection of Suspension Clamp ABC as per NFC standard
39
-
-
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Supplying and erection of Insulation piercing connector for street lighting
39
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Supplying and erection of Insulation piercing connector for 50-70 sqmm both mains and service cable for connecting distribution box
2
-
-
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Supplying and erection of Anchor Clamp wedge type LT ABC as per NFC standard
78
-
-
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Supplying and erection of Cable end cap for ABC cables
12
-
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Supplying and erection of ASA distribution box for 140A, 1 phase , 8 connectors with spring loaded busbar system
2
-
-
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Supplying and erection of I hook GI
39
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Supplying and erection of GI Nuts & Bolts with washer (assorted)
12
-
-
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Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia
including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
20
-
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Erection of G.I. Wire No. 8 SWG including binding etc. as required.
120
-
-
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Supplying and fixing MV horn gap lightening arrestor as
required.
20
-
-
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Supplying,installation,testing and commissioning of
Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as
required. 2 output per phase and suitable for single phase supply
1
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Supplying and installation and commissioning of vermin and dust proof totally enclosed double door cubical type compartmental floor mounting panel board of size 1.20 m ×1.00 m ×0.50 m made of 16 SWG1.66mm) thick CR sheet and 35 mm × 35 mm × 6 mm size angle and 35 mm ×6 mm flat iron having 4 nos legs at the bottom and G.I. Sheet reefing on the top complete painting with 2 coats of red oxide metal primer and 2 coats of enameled paint. The panel board is to be erected in 1:3:6 RCC pole foundation including excavation of trench and brick soling etc. complete neatly internal wiring done as specified and directed by the department comprising of the following electrical items.
1. 40 Amp 4 pole 415 Volt 50 Hz MCCB as incomer - 1 no
2. 32 Amp 2 pole open execution with HBC fuse SDFU unit as outgoing - 3 nos.
3. 25 mm × 5 mm size 4 strip copper Bus-Bar- 1 set
4. 40 Amp 4 pole ON-OFF poser contactor - 1 No.
5. Surface mounting timer switch - 1 No.
6. 63 Amp bakelite HBC fuse kit-kat - 3 Nos
1
-
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Supplying and laying of one number of XLPE (alluminium) 1.1KV (LT) grade armoured - 3.5 core x 95 sqmm
30
-
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Supply, installation, testing and commissioning of LED street light with 2.5 sqmm twin core PVC insulated & sheathed aluminium wire complete as required. Specification: LED street light with pressure die-cast housing, toughened glass and high power LED's, secondary optics and IP 66 protection, Efficiancy 110/ 120 LPW, available with 10KV SPD (Model no. TRP-411-90-57-HL2-GL-NSG of Crompton brand or equivalent as approved by the department): 90 Watt
39
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Providing and fixing 50 mm dia X 3.2 metres G.I. pipe (including accessories) complete with 50 mm X 50 mm X 6 mm angle iron bracket on wall and 75 mm X 90 mm shackle insulator with straps for house service connection including painting the angle and flat iron with primer and finish paint etc. as required.
39
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-
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Repair to Admin Building
-
-
-
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
With cement mortar 1:4 (1 cement : 4 fine sand)
216
-
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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.
1.00 mm thick with zinc coating not less than 275 gm/m²
300.16
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Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
225.12
-
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
216
-
-
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work.
540
-
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Finishing with Deluxe Multi surface paint system for interiors and
exteriors using Primer as per manufacturers specifications :
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
540
-
-
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
One or more coats on old work
60
-
-
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Painting on G.S. sheet with synthetic enamel paint of approved brand
and manufacture of required colour to give an even shade :
New work (two or more coats) including a coat of approved
steel primer but excluding a coat of mordant solution
300.16
-
-
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Applying a coat of mordant solution on G.S. sheet:
With a solution of 38 gms of copper acetate in a litre of soft water
300.16
-
-
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Electrical
-
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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 plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
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Group A
20
-
-
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Group B
20
-
-
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Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required
150
-
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Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
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3 pin 5/6 A socket outlet
15
-
-
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6 pin 15/16 A socket outlet
15
-
-
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Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
12
-
-
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Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
40
-
-
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Supplying LED 12 W Downlighter Round
30
-
-
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Supplying LED 20W Tubelight
10
-
-
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Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
10
-
-
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Supply ceiling fan White 1200 mm
10
-
-
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Supplying and installation of Adjustable Inverter AC, 1.5 Ton, 5 Star ( Voltas or equivalent) including AC motor starter ( Voltas/Crompton/PHILIPS/Havells or equivalent) , stabilizer & AC outdoor unit stand
3
-
-
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