Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date30 Jan 2021
Closing Date26 Feb 2021
Tender Amount₹ 3,00,34,900
Costs
EMD
₹ 3,00,349Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEPWD_16123_1Bid Award Id
ViewTender No
11/EE/KCP/2020-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Sand filling in foundation trenches as per drawing and MoRT&H technical specification 304. 1.Sand filling
174.87
-
864.39
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Levelling Course for Pile Cap
Providing and laying of PCC M-15 levelling course 100 mm thick below the pile cap. (including centering, shuttering staging etc. but excluding reinforcement)
Case-I : Using Concrete Mixer
17.73
-
7343.33
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Reinforced cement concrete in pile cap complete as per drawings & MoRT&H technical specifications Clauses 1100, 1500, 1700. ( including centering shuttering, staging etc. but excluding reinforcement )
RCC M 25 Grade Case - I : Using concrete mixer
248.97
-
8921.17
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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600
67.65
-
53242.78
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Bored Cast-in-Situ M-30 grade RCC pile excluding reinforcement complete as per Detailed Drawing & MoRT&H technical specifications Clauses 1100, 1700 and removal of excavated earth with all lifts and lead upto 1000 m b) 1000 mm Dia
375
-
11441.38
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement ) RCC M 25 Grade For height above 5m to 10m Case - I : Using Concrete Mixer
197.83
-
9614.93
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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in sub structure complete as per drawings & MoRT&H technical specifications Clauses 1600 and 2200
39.04
-
53394.58
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Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.
16
-
257.6
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Backfilling behind abutment,wing wall & return wall complete as per drawings,clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200. (II) Sandy materials
174.87
-
1143.73
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRT&H technical specification clause 2504.2.2
41.08
-
3302.95
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Pile load test on single vertical pile in accordance with IS-2911(Part-IV)
-
-
-
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a. Initial and routine load test
1320
-
700
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b. Lateral load test
36
-
11300
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Providing steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating & settting out as per detailed drawing & MoRTH technical specifications clauses 1200 & 1900.
17.75
-
73419.83
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Sub-Head II : Construction of Superstructures
-
-
-
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Plain / Reinforcement cement concrete in superstructure including all formwards required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100 (including centering, shuttering, staging etc. but excluding reinforcement RCC Grade M 25 Case - I :Using Concrete Mixer
-
-
-
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For solid slab superstructure
142.8
-
10123.93
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For T Beam & slab super structure
238.47
-
10910.53
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Pedestal M40
0.72
-
11231.56
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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in superstructure complete as per drawings & MoRT&H technical specifications Clauses 1600( Fe 500)
78.08
-
54543.38
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Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
22
-
7146.7
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Providing and applying of 2 coats water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence & applying paint @ 1 lit for 2 sqm as per drawing & MoRT&H technical specification clause 800.
873.14
-
52.1
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Construction of precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement )
110.8
-
1835.91
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Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II), Section IX and clause 2005 of MoRTH technical specification complete including all accessories as per drawings & technical specification.
239232
-
1.2
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Providing & laying cement concrete wearing coat M-30 grade including all forworks & required reinforcement complete as per drawings & MoRT&H technical specification clause 2702.(including centering,shuttering,staging etc. but excluding reinforcement)
31.16
-
12755.63
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PCC M-15 grade leveling course below approach slab complete including all formworks required as per drawings & MoRT&H technical specification clause 2700
78.03
-
7343.83
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Reinforced cement concrete approach slab including reinforcement & formwork complete as per drawings & MoRT&H technical specification clause 2704,1500,1600,1700.
RCC M-25 grade
25.27
-
11455.43
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Providing & laying of a strip seal expension joint catering to maximum horizontal movement upto 70mm,complete as per approaved drawings & standard specifications to be installed by the manufacturer / supplier or their authorised representive ensuring compliance to the manufacture's instructions for the installation as per drwaings & MoRT&H technical specification clause 2607.
30
-
10619
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Tar paper bearing bearing with # 30 grade Tar paper as per technical specification and detail drawing given in MoST drawing no. SD/156.
26.24
-
327.11
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Sub-Head III : RIVER PROTECTION WORK & APPROACH ROAD
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-
-
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Construction of Approach road & River Protection Work Granular Sub-base with well graded Material (using jhama brick aggregates) ( Table 400.1). ( A) By Mix in place Method Construction of granular sub-base by providing cwell graded material ( Jhama Brick Aggregate , as per Table :- 400.1 , Grading - I), spreading in uniform layers with tractor with attachments or motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , applying and brooming sand to fill up the interstics of coarse aggregate , watering and compacting with smooth wheel roller to achieve the desired density complete as per MoRT&H technical specification clause 401.
For Grading -I Material ( Jhama brick aggregates)
69.94
-
3213.51
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Water Bound Macadam Sub- Base / Base using Jhama Brick Aggregate WBM Grading -2 Providing , laying spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specificationincluding spreading in uniform thickness . Hand picking , rolling with three wheel 80 -100 KN static roller / Vibratory roller in stages to proper grade and camber, applying and broomong and binding materials to fill up the the interstics of coarse aggregates, watering and compacting to required density 'Grading -2" as per MoRT&H Technical Specification Clause 404. (A ) By Manual Means
70.49
-
4951.68
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W.B.M. Grading-3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405. A)By Manual Means.
70.49
-
4925.18
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Bituminous Macadam
Providing and laying Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes as per hour using crushed aggregates of specified grading,premixed with bituminous binder , transported to site, laid over a previouly prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 401.7 to achive the desired compaction as per MoRT&H Technical Specification Clause 504. Grading-I With viscosity graded bitumen of VG-20
15.79
-
10939.89
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Open Graded Premix Srfacing Providing and laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or cut-bak or emulsion to required line , grade and level to serve as wearing coarge on a previouly prepared base , including mixing in a suitable plant , laying and rolling with smooth wheeld roller 8 -10 tonne capacity , finished to required level and grade as per MoRTH Technical Specification 511
-
-
-
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Case -1 : Mechanical method using viscosity grade bitumen and HMP of appropriate capacity not less than 75 tonne / hour. Bitumen of VG-20
315.7
-
223.19
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Seal coat
Case - I : Type -A.Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level , grade and cross fall using Type A seal coat as per MoRT&H Technical Specification Clause 513
I)Bitumen VG-20.
315.7
-
87.67
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous / granular surface cleaned with hydraulic broom as per MoRT&H technical specification clause 502.
315.7
-
10.25
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clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H technical specification clause 201.
0.07
-
17940
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Construction of embankment with approved material obtained from borrow pits with all lifts,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H technical specification clause 300.
22.55
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167
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Sub-Head IV : ROAD MARKING & OTHERS
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-
-
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Providing & Fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide MoRT&H technical specification clause 801.3,fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm,600mm below ground leve as per drawings & MoRT&H technical specifications Clause 801.
-
-
-
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With 600mm equilateral traingle
3
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2127.3
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With 600mm circular
2
-
2241.1
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Painting lines,dashes,arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminious surface,including cleaning the surface of all dirt,dust & other foreign matter, demarcation at site & traffic control as per MoRT&H technical specification clause 803. (Over 10 cm in width).
19.5
-
113.8
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Sub-Head V : DISMANTLING OF EXISTING BAILEY BRIDGE AND ERRECTION OF THE SAME FOR TEMPORARY ROAD
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-
-
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Launching of erection all components of single lane 24/R loading of portable bailey type unit steel bridge of standard having carriageway width of 3.27 mtr. Complete with antiskid steel decking base plate,bearing & posts etc. in/c stacking of all components of bridge within 50 mtr. lead as per direction of the Engineer-in-charge.
133.17
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1200
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Dismantling of all components of single lane 24/r loading of portable bailey type unit portable steel bridge of standard having carriageway width of 3.27 mtr. Complete in/c stacking of all components of bridge within 50 mtr lead as per direction of the Engineer-in-charge.
133.17
-
900
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Loading,unloading of structural steel and steel bars by manual means within a lead upto 30m and haulage of materials by Tripper/Truck upto 18KM. Case-I :- By Surface road.
60
-
267
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Dismantling of existing structures like culvert, bridges,retaining wall and other structure comprising of masonary,cement concrete,wood work,steel work including T&P scaffolding whenever necessarry ,sorting the dismantled material,diposal of unserviceable material and stacking the serviceable material with all lifts and upto alead of 1000m as per MoRT&H technical specification clauses 202.
By Manual Means.
Cement concrete M-15&m-20
24.93
-
434.1
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Earth work in excavation for structures as per drawing and MoRT&H technical specification clause no.304, 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 materials.
1. Ordinary Soil A. By Manual Means i) up to 3 m depth.
5.47
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287
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Plain/Reinforced cement concrete (using jhama brick aggregate) in open foundation as per drawings & MoRT&H technical specifications clauses 1500, 1700, 2100.(including centering,shuttering,staging etc.but excluding reinforcement). PCC M-15 Grade
11.83
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6291.18
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Plain/Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications clauses 1500, 1700, 2100.(including centering,shuttering,staging etc.but excluding reinforcement). Using concrete Mixture RCC M-20 Grade
10.14
-
8441.93
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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600
2.44
-
53242.78
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Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering. 1:5:10 ( 1 Cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
2.96
-
6848.13
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