Industries And Commerce Department Tender
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Costs
EMD
₹ 16,96,260Document Cost
₹ 17,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ICD_38053_1Bid Award Id
ViewTender No
505342/173 dated 09.07.2024Tender Authority
Industries And Commerce Department ViewPurchaser Address
-Website
http://https://industries.assam.gov.in/
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Documents
BOQ Items
Excavation for Structures (Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 uncluding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and diposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
'"I Ordinary soil
upto 3 m depth
207
-
-
Filling in Foundation Trenches as per Drawing & Technical Specification
i. Sand Filling
48.3
-
-
Providing concrete for plain/reinforeced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203
A. With crushed stone
I. P.C.C. grade M10
Nominal mix 1:3:6
41.4
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203
III Random Rubble Masonry
In cement mortar 1:4
257.6
-
-
CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix
1:4 (1 cement : 4 coarse sand)
92
-
-
Piping
Supplying fitting and fixing Pipes with all necessary fittings in exposed or in trenches including trenching and refilling the same etc complete as directed B) uPVC pipe with uPVC fittings ( Using uPVC high pressure pipe)
(Using SUPREME/ PRINCE/ SFMC/ FUSION brand pipe)
x) 110mm diameter
368
-
-
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)
11.29
-
-
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).
17.68
-
-
Centering and shuttering including strutting, propping etc. and removal
of form for
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
256.45
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
180.6
-
-
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.
3101.39
-
-
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)
385.25
-
-
Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars at every third course of half brick masonry.
385.25
-
-
CEMENT PLASTER (IN COARSE SAND)
15 mm cement plaster on rough side of single or half brick wall of mix:
1:4 (1 cement: 4 coarse sand)
927.3
-
-
EXTERIOR FINISHING
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
927.3
-
-
Construction of Boundary wall with Plinth beam and Tie Beam
-
-
-
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.
All kinds of soil
814.65
-
-
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
666.36
-
-
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)
66.64
-
-
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)
248.99
-
-
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)
54.86
-
-
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).
10.35
-
-
Centering and shuttering including strutting, propping etc. and removal
of form for
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1260
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
1602.23
-
-
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)
248.4
-
-
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)
1206
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
1206
-
-
CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
2618.27
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:
1:4 (1 cement: 4 coarse sand)
2783.87
-
-
EXTERIOR FINISHING
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
5402.15
-
-
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.
26472.86
-
-
Laying roads
-
-
-
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
-
-
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
2082.5
-
-
Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3013.5
-
-
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Govt. Land
12176.5
-
-
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
4402.65
-
-
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
Case-I : Surfaced Road
16579.15
-
-
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick
Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
-
-
-
(ii) Loading of earth, sand , moorum , manure, fly ash by mechanical means including a lead upto 30 M
16579.15
-
-
(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.
16579.15
-
-
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.
-
-
-
For Grading I Material
269.5
-
-
For Grading II Material
269.5
-
-
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Case-I : Surfaced Road
539
-
-
Case-II: Unsurfaced Gravel Road
539
-
-
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick
Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
-
-
-
(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
539
-
-
(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.
539
-
-
Water Bound Macadam Sub-base/base
-
-
-
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
269.5
-
-
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
269.5
-
-
Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Case-I : Surfaced Road
539
-
-
Case-II: Unsurfaced Gravel Road
539
-
-
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
-
-
-
(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
539
-
-
(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.
539
-
-
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
2695
-
-
Construction of RCC Box Culvert
-
-
-
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.
I. Ordinary soil
Upto 3 m depth
166.39
-
-
Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications
Clause 802, 803, 1202 & 1203
A. With crushed Stone
-
-
-
P.C.C grade M 10
Nominal mix 1:3:6
30.6
-
-
R.C.C Grade M25
147.22
-
-
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
11.16
-
-
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
263.39
-
-
Construction of RCC Drain
-
-
-
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.
1688.05
-
-
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.
423.85
-
-
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
1078
-
-
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)
44.1
-
-
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)
80.85
-
-
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)
480.2
-
-
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.
57353.46
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
392
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
3528
-
-
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)
2352
-
-
Roadside greenery and social forestry
-
-
-
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
-
-
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
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
33.91
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
Water tank
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
73.4
-
-
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.
45.57
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :
Concrete of M15 grade with minimum cement content of 240 kg /cum
3.01
-
-
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.
1262.23
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
17.28
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
19.08
-
-
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)
13.89
-
-
Providing and fixing steels in GRP Tank structure work including , cutting, bending, placing in position and binding with screws, bolts etc., and GRP Tank 50,000 L capacity all complete
1
-
-
Borehole
-
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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
-
-
IRON REMOVAL FILTER
-
-
-
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
-
-
Water supply network
-
-
-
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
-
-
-
80 mm nominal dia Pipes
324
-
-
100 mm nominal dia Pipes
686
-
-
Admin Building
-
-
-
a. Civil works
-
-
-
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles
1152
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. cum
7.84
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
117.02
-
-
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.
651.23
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :
Concrete of M10 grade with minimum cement content of 220 kg /cum
11.39
-
-
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.
38487.3
-
-
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.
21264.26
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
97.48
-
-
Suspended floors, roofs, landings, balconies and access platform
419.8
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
646.34
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
411.58
-
-
Stairs, (excluding landings) except spiral-staircases sqm
27.5
-
-
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)
263.35
-
-
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)
21.23
-
-
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).
100.78
-
-
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) cum
54.55
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand) cum
104.39
-
-
Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes,wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)
34.49
-
-
Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.)
14.04
-
-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
Profile B
Fixing with adjustable lugs with split end tail to each jamb
88.4
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
35.49
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
380.25
-
-
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
1110.62
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:4 (1 cement: 4 fine sand)
556.96
-
-
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.
1667.59
-
-
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:
One or more coats on old work
1667.59
-
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats
1667.59
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
1667.59
-
-
Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge.
389
-
-
Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand), jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of :
Light shade pigment using white cement
427.9
-
-
Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width.
27.5
-
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
Acid and alkali resistant tile
65.74
-
-
Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. 11.22.1 Marble tiles (polished) Raj Nagar
8 mm thick
84.56
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes
600.41
-
-
b. Sanitary and water supply
-
-
-
WATER CLOSET
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
5
-
-
WASH BASIN
White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers
7
-
-
KITCHEN SINK
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board
510x1040 mm bowl depth 250 mm
1
-
-
CISTERN
Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.
10 litre (full flush) capacity-White
5
-
-
C.I. GRATING
Providing and fixing 100 mm sand cast Iron grating for gully trap
7
-
-
COUPLING
Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 17.57A.1 100 mm dia 17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket
7
-
-
MIRROR
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
Circular shape 450 mm dia
7
-
-
PAPER HOLDER
Providing and fixing toilet paper holder :
C.P. brass
5
-
-
HOLES CUTTING FOR EXHAUST
Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge.
6
-
-
PVC PIPES,BENDS,JUNCTIONS,TEES ETC.
Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified.
-
-
-
For soil water pipe
Exposed (ii) 110mm dia.
100
-
-
For waste water pipe
Exposed (ii) 110mm dia.
100
-
-
b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.
-
-
-
110mm dia.
20
-
-
50 mm diameter
20
-
-
Supplying fitting and fixing 45 degree PVC bends of supreme/prince or other ISI approved including joining, fitting........
in exposed surface or in treanch
-
-
-
For soil water pipe
Exposed (ii) 110mm dia.
6
-
-
For waste water pipe
Exposed (ii) 110mm dia.
6
-
-
b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.
-
-
-
For soil water pipe
(ii) 110mm dia.
4
-
-
For waste water pipe
50 mm diameter
8
-
-
Supplying fitting and fixing PVC plain single tee of supreme/prince or other ISI approved including joining, fitting........
in exposed surface or in treanch
-
-
-
For soil water pipe
110mm dia pipe
4
-
-
For waste water pipe
110mm dia pipe
4
-
-
b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.
For waste water pipe
50 mm diameter
3
-
-
Supplying fitting and fixing PVC plain single"Y" of supreme/prince or other ISI approved including joining, fitting........
in exposed surface or in treanch
-
-
-
For soil water pipe 110mm dia.
3
-
-
For waste water pipe
110mm dia pipe
3
-
-
b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.
-
-
-
For soil water pipe
50mm dia.
4
-
-
For waste water pipe
50 X 50 mm diameter
3
-
-
Supplying fiting and fixing PVC cross ‘T’ plain of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches.
-
-
-
For soil water pipe
110mm x110mm
2
-
-
For waste water pipe
110mm x110mm
2
-
-
b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.
-
-
-
For soil water pipe
(i) 110mm x110mm
2
-
-
For waste water pipe
50 X 50 mm diameter
4
-
-
Supplying fiting and fixing PVC cross ‘T’ with door of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches.
-
-
-
For soil water pipe 110 mm x 110mm
4
-
-
For waste water pipe 110 mm x 110mm
4
-
-
b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.
-
-
-
110mm x110mm
4
-
-
50 X 50 mm diameter
4
-
-
Supplying fiting and fixing PVC coupler of (Supreme / Prince)or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches.
-
-
-
For soil water pipe
110 mm dia
4
-
-
For waste water pipe
110 mm dia
4
-
-
Supplying fiting and fixing PVC coupler of (Supreme / Prince)or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.
-
-
-
For soil water pipe
(i) 50 mm dia
2
-
-
For waste water pipe
50 mm diameter
4
-
-
Supplying fiting and fixing PVC reducer of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. 110mm x 75 mm
4
-
-
Supplying fiting and fixing PVC socket plug of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. in exposed surface or trences as necessary complete at all levels including below G.L. as directed and specified.
-
-
-
(a) 110 mm
6
-
-
(b) 50 mm
8
-
-
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
7
-
-
BOTTLE TRAP
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
7
-
-
LIQUID SOAP CONTAINER Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
6
-
-
TOWEL RAIL
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
6
-
-
COWEL
Providing fitting and fixing PVC cowel of ISI make complete as directed and specified
75mm dia
2
-
-
SHELF
Providing and fixing 600 mm glass shelf with edges round off ( AKP-35771P)
1
-
-
COAT HOOK
( CAN-1161N ) double coat hook
2
-
-
C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Internal work -
-
-
-
15mm nominal outer dia Pipes
150
-
-
20mm nominal outer dia Pipes
50
-
-
25 mm nominal outer dia Pipes
25
-
-
32 mm nominal outer dia Pipes
50
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc.
-
-
-
15 mm nominal outer dia Pipes metre
150
-
-
20mm nominal outer dia Pipes
20
-
-
Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
7
-
-
BIB COCK
Providing and fixing bib cock of approved quality :ORP-10041PM, 2-way with wall flange
5
-
-
Providing and fixing long neck Pillar cock of approved quality :CON-CHR-021K.
6
-
-
Providing and fixing Angular stop cock of approved quality : ( ORP-1053PM)
9
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
25 mm nominal bore
4
-
-
32 mm nominal bore.
4
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
-
-
-
20 mm nominal bore Each
5
-
-
25 mm nominal bore Each
3
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) 25 mm nominal bore
-
-
-
Horizontal
4
-
-
Vertical
4
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) 32 mm nominal bore
-
-
-
Horizontal
4
-
-
Vertical
3
-
-
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
-
-
-
20 mm nominal bore
2
-
-
25 mm nominal bore
2
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 20mm nominal bore
7
-
-
HEALTH FAUCET
Hand shower( Health faucet) with 8mm dia , 1.2m long flexible tube and wall hook NRV ( back flow preventer )
5
-
-
SHOWER
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
150mm Dia
5
-
-
WALL MIXER
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
15mm Nominal Dia
5
-
-
WATER TANK
Supplying and placing plastic cylindrical vertical claused top (PCVC) tank of Sintex / Polycon / Patton make over the stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet and outlet pipes
Sintex make
5000 Litre capacity PCVC Tank
2
-
-
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
180x150 mm size P type
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
7
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
-
SITC of Floor Trap with top jali
7
-
-
Septic tank
-
-
-
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m., All kinds of soil
45.28
-
-
Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). @ 127.00 per cum
44.88
-
-
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): 3 graded stone aggregate 20 mm nominal size)
6
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
3
-
-
Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
7
-
-
Centering and shuttering including strutting, propping etc. and removal of form for, Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
40
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.& above, Thermo-Mechanically Treated bars of grade Fe-500D or more.
420.01
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:, Cement mortar 1:4 (1 cement : 4 coarse sand)
8.69
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :, Cement mortar 1:6 (1 cement : 6 coarse sand)
5
-
-
12 mm cement plaster of mixed with floating coat of neat cement slurry.
1:4 (1 cement: 4 coarse sand)
80.08
-
-
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. thanThe material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydr ostatic 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.,
-
-
-
For horizontal surface one coat @1.10 kg per sqm.
30.03
-
-
For vertical surface two coats @ 0.70 kg per sqm
40.04
-
-
Providing fitting and fixing 450mm dia. 90mm thick C.I. Man hole cover and frame of 58 Kg. weight complete as directed and specified.
2
-
-
c. Internal Electrical
-
-
-
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
Group C
150
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-
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.
-
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4 X 6 sq. mm + 2 X 6 sq. mm earth wire
50
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-
4 X 10 sq. mm + 2 X 6 sq. mm earth wire
75
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-
4 X 16 sq. mm + 2 X 6 sq. mm earth wire
10
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-
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.
-
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-
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
250
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-
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
200
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2 X 6 sq. mm + 1 X 6 sq. mm earth wire
150
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2 X 10 sq. mm + 1 X 6 sq. mm earth wire
20
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2 X 16 sq. mm + 1 X 6 sq. mm earth wire
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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-
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
15
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-
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
-
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1 or 2 Module (75 mmX75 mm)
25
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-
3 Module (100 mmX75 mm)
100
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-
4 Module (125 mmX75 mm)
20
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-
6 Module (200 mmX75 mm)
10
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-
8 Module (125 mmX125 mm)
2
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-
12 Module (200 mmX150 mm)
2
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Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.
-
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1 or 2 Module
25
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-
3 Module
100
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4 Module
20
-
-
6 Module
10
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-
8 Module
2
-
-
12 Module
2
-
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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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5/6 A switch
80
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-
15/16 A switch
25
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3 pin 5/6 A socket outlet
80
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6 pin 15/16 A socket outlet
25
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Bell Push
2
-
-
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.
20
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-
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. For Cable TV Wiring, LAN Cable et. As reqd. And specified in BOQ.
25 mm
250
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-
Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
100
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-
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.
-
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-
300 mm width X 50 mm depth X 1.6 mm thickness
20
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-
225 mm width X 50 mm depth X 1.6 mm thickness
20
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-
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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/Isolator) 12 way , Double door
2
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-
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/Isolator)
-
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4 way (4 + 12), Double door
1
-
-
6 way (4 + 18), Double door
1
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 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
45
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-
Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
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-
40 A
1
-
-
63 A
1
-
-
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
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-
63 A
2
-
-
100 A
2
-
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Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. For RAW Floor Panel DB Incoming.
150 A, 16 kA,TPMCCB
1
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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.
3
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-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
1
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-
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
1
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-
Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
80
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-
Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
50
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-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
50
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-
Supplying with fitting and fixing of 25A Modular Motor Starter 2M , MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO) including making necessary connection as per direction of department.
10
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-
Supplying with fitting and fixing sheet steel, phosphatised, powder painted dust & vermin proof Double door IP-43 double door surface mounting vertical TPN MCB DB incorporated with bas-bar 125A, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. complete with making necessary connection as approved, specified and directed by the deptt. Schneider neo break, C&S, Havells, INDOASIAN, HPL or equivalent as approved by the Deptt.)make) 8 way TPN (8+24) double door
1
-
-
Supply, fitting and fixing of ceiling surface mounted downlighter fixtures of Havells make of 9W Panel Light (Round) 9W 6" fittings or equivelent make of PHILIPS/Havell's/ Jaquar as per prior approval of Deptt.
85
-
-
SITC of led Batten Light 20W
3
-
-
Supply fitting and Fixing of Mirror light
6
-
-
Supply fitting and Fixing of 28 watt 2x2 panel recessed mounted light
11
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-
Supply Installation testing & Comissioning of Ceiling Fan
20
-
-
Supplying including fitting fixing of following A.C. Exhaust fan in the existing hole on the wall of following sweeps with making necessary connection as approved by the Deptt.)as required complete and as directed by the Department.
High Speed Heavy Duty
-
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450 mm sweep
1
-
-
300 mm Sweep
6
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2 HP single Phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/ V-Guard make) 2900 rpm with DOL Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) .
2
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Supply, fitting and fixing of Bulk Head Light fixtures with necessary CG boxes if required of Havells make ELLIPSE NEO 13.5 W( Jeta compacto 50 watt/Jeta Neo 70 Watt) fittings or equivelent make of Jaquar /Philips as per prior approval of Deptt .
15
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Supplying and fixing 3 core 2.5sq.mm. PVC. Cu flat submersibble sheathed cable of 1.1 KV. grade including connection with bore well pump etc. as required.
300
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