Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date23 Sep 2024
Closing Date24 Oct 2024
Tender Amount₹ 17,30,03,444
Costs
EMD
₹ 34,60,069Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Strengthening And Improvement Of Riding Quality Of Road From Bishramganj Sh-06 To Khas Chowmuhani H.s. School Via Kalirbazar
Description
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Contact
Tender Id
2024_CEPWD_53224_1Bid Award Id
ViewTender No
04/CE/PWD(NH)/CRIF/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Sub Head - II
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EARTH WORK
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Excavation in Soil with Dozer with lead upto 100 metres
Excavation for roadway in soil by mechanical means with Dozer in cluding cutting and pushing the earth to site of embankment upto a distance of 100 m (average lead of 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRT&H Technical Specification clauses of section 300.
3888
509328
131
Construction of Embankment with Material obtained from Borrow pits
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.
1944
439538
226.1
Compacting Original Ground
(i) Case-I :- Compacting original ground supporting sub-grade
Loosening of the ground upto a level of 500 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.
3240
280908
86.7
(ii) Case-II :- 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 300.2 for embankment construction as per MoRT&H Technical Specification clauses of section 300.
972
41310
42.5
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 as per MoRT&H Technical Specification clauses of section 300.
6750
1524825
225.9
Maintenance of Earthen shoulder (fillingwith fresh selected soil)
Making up loss of material / irregularities onshoulders to the design level by addingfresh approved selected soil andcompacting it with appropriate equipment at OMC upto a lead of 1000 m as perMoRT&H technical specification Clause
3003.
6750
448200
66.4
Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRT&H technical specification Clause 3003.
5760
110016
19.1
Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensionsas per MoRT&H Technical Specification Clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m).
(A) Mechanical Means
6660
511488
76.8
Hill Side Drain Clearance
Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000.
1380
79074
57.3
Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per MoRD technical specification Clause 1907.
1050
4830
4.6
Road side Pucca drains.
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)
D) U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm)
(i) in ordinary soil
3180
15865879
4989.27
Sub Head - III
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GRANULAR SUB - BASES, BASES( Non -Bituminous ) AND SHOULDERS.
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-
-
Granular Sub-Base with Well Graded Material (Table:- 400.1)
A. By Mix in Place Method
Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401
4402.5
31363014
7123.91
Water Bound Macadam Sub-Base / Base
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 / vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and 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) WBM Grading-II
(A) By Manual Means
615.94
5582266
9063.04
3)WBM Grading-III
(A) By Manual Means
615.94
5659813
9188.94
Sub Head -IV
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BASES AND SURFACE COURSES ( Bituminous )
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Maintenace of bituminous surface road
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-
-
(I) Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
276.75
5186944
18742.21
(II) Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat type A as per drawing and MoRD technical specification Clauses 1904.2, 508 and 510.
3690.03
1788298
484.63
Prime Coat
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.
6300
332955
52.85
Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure 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.
50400
877968
17.42
Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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.
(B) Grading II
i. With Viscosity Graded Bitumen of VG-30.
1711.5
33529877
19590.93
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. 509 complete in all respects.
(B) Grading II
i. With Viscosity Graded Bitumen of VG-30.
1512
34004835
22489.97
Sub Head -V
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TRAFFIC SIGN, MARKINGS & OTHER ROAD APPURTENANCES
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Retro-reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.
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-
-
(i)with 900 mm equilateral triangle
58
213362
3678.66
(ii) with 600 mm circular
16
57484
3592.76
(iv) With 800x600mm rectangular
12
48988
4082.35
(v) With 600x450mm rectangular
170
607980
3576.35
(vii) With 900 mm octagon
14
57317
4094.08
Direction and Place Identification Signs with upto 0.9 sqm Size board.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
18
85396
4744.2
Direction and Place Identification Signs with size more than 0.9 sqm size Board.
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
2
17635
8817.36
Road Marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass bead dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 . The finished surface to be level, uniform and free from streaks and holes. as per MoRT&H Technical Specification Clause 803.
2677.5
1932887
721.9
Painting on Concrete/Steel Surfaces with Epoxy
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRD Technical Specification Clause 1701.
90
12465
138.5
Kilo Metre Stone
Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing, etc. as per drawing and MoRT&H Technical Specification Clause 804.
-
-
-
(i) 5th Kilometre Stone (precast)
2
11987
5993.72
(ii) Ordinary Kilometre Stone(precast)
12
45850
3820.82
Road Delineators
Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings and as per MoRT&H Technical Specification Clause 805.
300
188685
628.95
RCC guide Post
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL) M15 grade (with jhama brick aggregate) cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Technical Specification Clause 1401.6. (A) In Ordinary Soil
450
247001
548.89
Metal Beam Crash Barrier
A. Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRT&H Technical Specification Clause 811.
300
1283490
4278.3
Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
4800
936480
195.1
Object Hazard Marking traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per IRC/MoRT&H standard specification and direction of the Engineer- in - Charge.
(i) 900x300 mm rectangular object hazard marking traffic signs
18
62739
3485.5
Sub Head -VI
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PROTECTION WORK ( Retaining Wall & Toe Wall )
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-
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Excavation for Structures
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
(I) Ordinary Soil
(A) By Manual Means
(i) Upto 3 m depth
2258.75
1034959
458.2
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
98.88
142270
1438.81
PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
96.29
985549
10235.22
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) (C) RCC M 20 Grade
Case-I: Using Concrete Mixer
578.31
6675959
11543.91
Plain / Reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) (V) RCC M 20 Grade
(a) upto 5 m height
Case-I: Using Concrete Mixer
151.8
1847119
12168.11
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specification Clauses 1600.
69.4
6358355
91618.95
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.
18.22
1673361
91862.13
Providing weepholes 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.
730
286671
392.7
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
360
1690301
4695.28
Sub Head -VII
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CROSS DRAINAGE WORKS
04(FOURE) NOS BOX CULVERT (2.00 M X 2.00 M) AT CH-2.50 KM,CH-2.70 KM , & CH-7.90 KM
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-
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Excavation for Structures
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
i) In ordinary soil
878.25
402414
458.2
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
40.5
58272
1438.81
PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
68.25
698554
10235.22
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) E. RCC M 25 Grade
Case-I: Using Concrete Mixer
32.38
389604
12034.09
Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRT&H technical specifications Clauses 1300.
III. Brick masonry in 1:4 cement mortar
154.92
1495545
9653.41
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specification Clauses 1600.
3.89
355940
91618.95
Plain / Reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) VI. RCC M 25 Grade
a. upto 5 m height
Case-I: Using Concrete Mixer
85.5
1090827
12758.21
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.
10.26
942496
91861.25
Brick masonry work in cement mortar in substructure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.
II. In 1:4 cement mortar
88.71
908245
10238.01
Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200
II. In 1:4 cement mortar
116.8
27774
237.79
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.
60
23562
392.7
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
175.2
822613
4695.28
Providing and placing in position drainage Spouts complete as per drawing (SD/205) and MoRT&H Technical Specification Clause 515, 2705.
10
84203
8420.3
Painting on concrete surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per drawings and MoRT&H Technical Specification Clause 800.
20
1610
80.5
Providing PCC M 20 (with jhama brick aggregate)
architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & MoRD technical specification Clauses 615, 710 & 1204.3.11.
58.4
40045
685.7
Providing and laying curtain walls complete as per drawing and MoRD technical specification Clause 1304.
I. Brick masonry in cement mortar (1:4)
45
415143
9225.4
Providing and laying flooring laid over cement concrete bedding complete as per drawing and MoRD technical specification Clause 1303.
Cement concrete blocks cast in situ grade M15 (size 400 mm x 400 mm x 150 mm) over cement concrete (with M10, using jhama brick aggregate) bedding of 150 mm thick
180
500706
2781.7
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