Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Jan 2024
Closing Date16 Feb 2024
Tender Amount₹ 4,57,79,933
Costs
EMD
₹ 9,15,599Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_46042_1Tender No
05/CE/PWD(R n B)/ACE (P n DU)/BRIDGE/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Levelling Course for Pile cap
Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. (including centering, shuttering, staging etc. but excluding reinforcement )
-
-
-
Case - I : Using Concrete Mixer
29.16
292994
10047.8
Reinforced cement concrete in pile cap complete as per drawing and MoRT&H technical clauses 1100,1500,1700.(including centering shuttering staging etc but excluding reinforcement.
-
-
-
RCC Grade M 35 Case-I: Using concrete mixer
319.48
3797148
11885.4
Bored Cast-in-Situ M-35 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. 1200 mm dia
408
8321690
20396.3
Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells
including fabricating and setting out as per detailed drawing & MoRT&H
technical specifications clauses 1200 & 1900.
10.65
1292354
121347.8
Pile load test on single vertical pile in accordance with IS : 2911 (Part - IV)
-
-
-
a) Initial and routine load test
1624
1461600
900
b) Lateral load test
30
435000
14500
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.
59.45
5442969
91555.4
Substructure
-
-
-
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 30 Grade(Case - I : Using Concrete Mixer)
-
-
-
a) upto 5 m height.
90.25
1128657
12505.9
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
31.16
2860416
91797.7
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.
100
39270
392.7
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 material
138.84
251717
1813
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
59.18
278022
4697.9
Superstructure
-
-
-
Plain/ Reinforced cement concrete in superstructure including all formworks required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) RCC Grade M 30 Case - I : Using Concrete Mixer
-
-
-
For solid slab superstructure.
Height 5m to 10m.
360.54
5118370
14196.4
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600. (Fe-500)
41.57
3888849
93549.4
Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians,constructed with M-40 grade concrete with TMT reinforcement confirming to IRC:21 as per dimensions in the approved drawing and as directed by the Engineer-in-Charge
128
1321190
10321.8
Providing and placing in position drainage Spouts complete as per drawing (SD/205) and MoRT&H Technical Specification Clause 515, 2705.
22
185247
8420.3
PCC M15 Grade leveling course below approach slab complete including all formworks required as per drawings and MoRT&H Technical Specification Clause 2700.
7.7
77370
10048.1
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700.
RCC M 30 Grade
18.61
303462
16306.4
Tack Coat
Providing and applying tackr coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.2 kg/sqm on the prepared bituminous/granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
480
8400
17.5
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507
complete in all respects.
A. Grading II :With Bitumen (60-70 Grade) VG-30
19.2
423281
22045.9
Mastic Asphalt wearing course
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500.29,prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated
finegrained hard stone chipping 13.2mm nominal size at the rate of 0.005 cum
per sqm and an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of the surfaces is not less than 1000c,protruding 1mm to 4mm over mastic surface, all complete as per MoRT&H Technical Specification Clause 516
480
508464
1059.3
Painting on concrete surface
Providing and laying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sqm as per drawings and MoRT&H technical specification Clause 800.
325.63
26213
80.5
Filler Joint
-
-
-
Providing and fixing 2mm thick corrugated copper plate in expansion joint complete as per drawing and MoRT&H technical specifications clause 2605
15.32
84874
5540.1
Providing & fixing 20mm thick compressible fibre board in expansion joint complete as per drawings & MoRT&H Technical Specification clause 2605.
15.32
4193
273.7
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and MoRT&H technical specifications clause 2605
15.32
5517
360.1
Providing & fixing joint sealing compound as per drawings and technical specifications with sand and 6% bitumen by weight as per drewings and MoRT&H Technical Specification clause 2605.
15.32
578
37.7
Protection work
-
-
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and MoRT&H Technical specifications clause 2504
A. Stone Boulder
160.8
978806
6087.1
Providing and laying Filter material underneath pitching in slopes complete as per drawing and MoRT&H Technical specifications clause 2504
80.4
425959
5298
Toe Wall Cement concrete Grade M15
38.1
397497
10433
Approach Road
-
-
-
Clearing & Grabbing
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not
exceeding 150 mm in thickness as per Technical Specification Clause 201.
By Manual means in area of light jungle
0.4
34516
86289.2
Earth Work
-
-
-
Excavation in roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50m as per MoRT&H Technical Specification clauses of section 300.
119.58
25686
214.8
Construction of embankment with approved material deposited at site from roadway cutting & excavation from drain & foundation of other structures graded and compacted to meet equirement of Table 300.2 and as per MoRT&H
Technical Specification Clauses of section 300.
95.66
13632
142.5
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 Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification Clauses of section 300.
6900.31
1560160
226.1
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 as per MoRT&H Technical Specification Clauses of section 300.
1424.86
321876
225.9
Sub-bases & Bases (Non-Butiminous)
-
-
-
Construction of granular sub-base by providing well graded material ( 53mm to 0.075mm jhama brick aggregate, Grading - I) spreading in uniform layers with 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-By mix in Place Method.
183.52
921491
5021.2
Providing, laying, spreading and compacting 63mm to 0.075mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static /
vibratory roller 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 as per MoRT&H Technical Specification Clause 404.
1. a) For WBM-Grading- II Bottom Layer
149.89
1156626
7716.5
Providing, laying, spreading and compacting 63mm to 0.075mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static /
vibratory roller 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 as per MoRT&H Technical Specification Clause 404.
2. a) For WBM-Grading- III Top Layer
146.92
1127420
7673.7
Surface Courses (Bituminous)
-
-
-
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 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502
1959.25
103840
53
Providing and applying tack coat with Bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
1959.25
34287
17.5
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cutback or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.as per MoRT&H Technical Specification Clause 511.
Case - I : Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 75 tonne / hour.
(I) Bitumen (60/70 Grade) VG-30
1959.25
627548
320.3
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 MoRD Technical Specification Clause 510.
Case-IV Type D (Premix with fine sand)
(I) Bitumen (S-65)
1959.25
155956
79.6
Protection Works
-
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRT&H Technical specification clauses of section 300.
2450.73
125232
51.1
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