Public Works Building And NH Department Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWBNH_40430_1Tender No
TECH/U_BDTD/BLDG/IFB/2024 25/3129 Dated 14/11/2024Tender Authority
Public Works Building And NH Department ViewPurchaser Address
-Website
http://https://pwdbnh.assam.gov.in/
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BOQ Items
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
219.23
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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 de rived from natural sources)
1.46
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-
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 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)
0.24
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Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
8.1
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5.9.5 Lintels, beams, plinth beams, girders, bressumers and Tie Beam
5.4
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
10.7
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in :
6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
0.62
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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.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
10.8
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12 mm cement plaster of mix :
13.4.2 1:6 (1 cement: 6 coarse sand)
10.8
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-
15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
10.8
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-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface : 13.43.1 Water thinnable cement primer
24
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Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more
coats applied @ 3.84 kg/10 sqm)
24
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INTERNAL ROAD (Analysis Rate assumed 10.00 metre)
3.4(i) 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Private Land
10.8
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3.14 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.
Private Land
2.7
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4.1 Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401
ii) for Grading II Material
3.6
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4.7 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 fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
A Pot Holes repairing
1.8
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4.7 III 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per
Technical Specification Clause 405.
A By Manual Means
1.8
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-
5.1 (iii) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means
as per Technical Specification Clause 502.
24
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5.2 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic
broom as per Technical Specification Clause 503.
24
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18.14 Seal Coat( with Nanotechnology) (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-65grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S 65 bitumen binder
A By Mechanical Mean
Case -3 : Type C: Bitumen (S-90)
24
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade) Binder Using Nanotechnology: (Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-65 penetration grade bitumen mixed with silane nanotechnology @ 0.1% by weight of bitumen S-65 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type D as per Technical Specification Clause
508 of MoRD and as per direction of Engineer-in-Charge.
24
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks
and holes and conforming to the MoSrt&H specifications
1
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-
Estimate for the Construction of Traffic Signal Demonstration Room (For Sanitary Installation & Water Supply works)
17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
17.2.1 W.C. pan with ISI marked black solid plastic seat and lid
1
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-
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
17.7.8 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
1
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17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings
17.28.1 complete. Semi rigid pipe
17.28.1.2 40 mm dia
1
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17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and
washers complete.
1
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-
17.34 Providing and fixing toilet paper holder :
17.34.2 Vitreous china
1
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17.35 Providing and fixing soil, waste and vent pipes :
17.35.1 100 mm dia
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729
3
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-
17.60 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
17.60.1 100 mm inlet and 100 mm outlet
17.60.1.1 Sand cast iron S&S as per IS: 3989
1
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-
17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :
17.61.1100 mm dia
5
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17.71 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.
1
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17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality
and colour, weighing not less than 88 gms.
1
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-
17.73 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
17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88
mm, weighing not less than 170 gms
1
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-
18.15 Providing and fixing brass bib cock of approved quality
18.15.2 20 mm nominal bor
3
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-
18.16 Providing and fixing brass stop cock of approved quality :
18.16.2 20 mm nominal bor
1
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-
18.9 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.
18.9.1 15 mm dia nominal outer dia pipes
20
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18.9.2 20 mm dia nominal outer dia pipes
20
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18.9.3 25 mm dia nominal outer dia pipes
15
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18.9.3 32 mm dia nominal outer dia pipes
10
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18.9.4 40 mm dia nominal outer dia pipes
8
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18.9.5 50 mm dia nominal outer dia pipes
8
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18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc
Internal work - Exposed on wall
18.10.1 15 mm dia nominal bore
15
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18.13 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
18.31.1 20 to 40 mm nominal bore
2
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
18.17.1A 20 mm nominal bore
2
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18.17.2 32 mm nominal bore
2
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18.17.3 40 mm nominal bore
2
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Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore
18.19.3 Horizontal
2
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18.19.3 Vertical
2
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Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length
18.21.1 15 mm nominal bore
2
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18.21.2 20 mm nominal bore
2
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18.41 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and
overflow pipes but without fittings and the base support for tank
1000
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