Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Mar 2025
Closing Date1 Apr 2025
Tender Amount₹ 7,49,11,000
Costs
EMD
₹ 14,98,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDTR_792093_1Tender No
11/EO/PMGSY-I (Balance Work)/TRRDA/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/pwd/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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By Manual Means
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-
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In area of non-thorny jungle
0.77
32867
25308
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Cutting of Trees , including cutting of Trunks, Branches and Removal of stumps.
-
-
-
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Cutting of Trees including cutting of Trunks, branches and removal of stumps and roots, refilling, compaction of back filling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.
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-
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A )Lead upto 1000m.
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-
-
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(I ) Girth about 300m.m to 600m.m.
2
391
783
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( ii ) Girth above 600m.m to 900m.m.
9
632
5694
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( ii ) Girth above 900m.m to 1800m.m.
11
1325
14584
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Setting Out
-
-
-
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Setting Out ( As per drawing enclosed) ( using PCC with jhama brick aggregate )
4.38
59789
261879
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(i) Compacting original ground supporting embankment
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-
-
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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.
3747
18
70444
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Construction of Embankment with Material Obtained from Roadway Cutting
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-
-
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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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-
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B. For spreading within 100 m
3931.01
48
191440
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(i) Excavation in Cutting in soil by manual means with lead upto 50 m
-
-
-
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Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3
16174.56
226
3655451
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(ii) Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
24261.85
67
1625544
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(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
-
-
-
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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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
97047.38
36
3522820
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Construction of Subgrade and Earthen Shoulders
-
-
-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits or from roadway cuuting with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. A. With approved materials obtained from borrow pits
11740
179
2102634
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Granular Sub-Base.
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-
-
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Construction of granular sub base by providing well gradated material spreading in uniform layers with motor grader on prepared surface mixing by mix in place methid with rotavator at OMC , watering and competing with smooth wheel/vibratory roller 80-100 KN static weight to achieve the desired compaction, complete as per MORD technicalspecification clause 401. For grading II material.
BY Mechanical means
1081.06
5300
5730375
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WBM Grading.-2- 75mm Compacted thickness .
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-
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Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading 2 as per technical specification clause 405.
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-
-
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( A ) By mechanical means
1287.85
7148
9206325
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WBM Grading.-3- 75mm Compacted thickness .
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-
-
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Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller roller 80 - 100 K.N in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading 3 as per technical specification clause 405.
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-
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( A ) By manual means
1238.32
7265
8997014
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Prime Coat
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-
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Low porosity
-
-
-
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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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
16510.89
45
752897
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Tack Coat
-
-
-
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
16510.89
15
254268
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
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Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
-
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-
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Case -II : By Mechanical Means
-
-
-
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Bitumen VG-30
16510.89
251
4149187
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Seal Coat
-
-
-
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510
-
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-
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By Manual Means
-
-
-
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Case - IV : Type D (with fine sand)
-
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-
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Bitumen VG-30
16510.89
51
851962
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Surface Drains
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-
-
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Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
-
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-
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Surface Drains in Ordinary Soil
2600
21
55120
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Mechanical Means
-
-
-
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Road side Pucca Drains
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-
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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 Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
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-
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Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
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-
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I. In Ordinary Soil
3082
3064
9445097
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Toe wall
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & and bottom and back filling in trenches with excavated suitable material.
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-
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( I ) Ordinary soil
-
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-
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( i ) Upto 3m depth
294
482
141737
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Brick masonary in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications clauses 600, 1202 & 1203
-
-
-
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( ii ) Brick Masonary in 1 :4 cement morter
338
8600
2906969
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(iii). Plastering with cement mortar (1:4)15mm thick on brick work (In substructure ) as per technical specification clauses 613.4 & 1204
833
218
181844
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(V). Providing concrete for plain concrete M-15(using jhama brick aggregate) in open foundations complete as per drawings and technical specifications clauses 802,803,1202,and 1203.
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-
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(i). In foundation below GL.
43
8218
353413
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(ii)in coping
14
8218
115065
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Kilometre Stone ( with RCC M15 grade using jhama brick aggregate )
-
-
-
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Reinforced cement concrete M15 grade ( using jhama brick aggregate ) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703.
-
-
-
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Ordinary Kilometre Stone(precast)
5
3317
16588
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200 m Stone(precast)
17
871
14807
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Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade 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 Technical Specification Clause 1401.6
-
-
-
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A. In ordinary soil
100
501
50120
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Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)
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-
-
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Plain cement concrete M15 grade ( using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.
30
818
24543
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Providing and Fixing 'Logo' of PMGSY Project
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-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
12417
24835
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
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-
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 (B) Board - "B"
4
16462
65851
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Retro-reflectorised Traffic Signs
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-
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
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-
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600mm equilateral triangle aluminium sheating
50
2959
147950
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600mm Dia circular aluminium sheating.
12
2785
33430
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800×600 mm rectangular aluminium sheeting
6
3075
18450
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and otherdelterious matter, dressing of sides and botttom
-
-
-
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(i)Ordinary soil
263.2
482
126889
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(ii)Ordinary soil (for Pillars fro incribing structure)
0.72
482
347
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Providing concrete for plain conc. In open foundation complete including formwork as per drawing & technical specification clause 802,803,900,1202&1203.PCC grade M15 (using jhama aggregate) Nominal mix (1:2.5:5)
-
-
-
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i)below head wall
6.32
8218
51943
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ii) Below cement concrete NP3 Pipe
34.51
8218
283634
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Providing and laying reinforced cement concrete pipe NP3 as per design in single Row
-
-
-
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Providing and laying reinforced cement concrete pipe NP3 for culverts as bedding PCC(M-15) using jhama materials in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection work back filling concrete and masonary work.
-
-
-
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i). 1000 mm dia :-
15
10881
163221
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ii). 1200 mm dia :-
21.25
14233
302466
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Brick masonry work in cement mortar in foundation of head wall complete excluding pointing nad plastering as per drawing and technical specification clause 1109
1. Brick masonry in 1:4 cement mortar
67.37
8600
579416
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iii. Plastering head wall with cement mortar(1:4) 15mm thick on brickwork in substructure as per technical specification clauses 613.4
76.61
218
16724
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Providing and laying of cement concrete blocks of size as per Table 1300 1 cast-in-situ and made with nominal mix of M-15 grade cement concrete(Using jhama Brick aggragate) as per drawing and technical specification clause 1301(rate includes prepar)
4.1
8383
34372
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Painting two coats on new concrete surface
-
-
-
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new,plastered/concrete surfaces as per drawing and Technical Specification on Pillars for inscribing structure number
6.4
118
757
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Printing new letters and figures of any shade
-
-
-
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Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and Technical specification Cl: 1701,in English or Roman
400
-
320
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Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & and bottom and back filling in trenches with excavated suitable material.
-
-
-
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( I ) Ordinary soil
-
-
-
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( i ) Upto 3m depth
199.54
482
96198
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Providing M-15 conc. With jhama agg. In open foundation below wing wall, return wall, etc aas per drawing and technical specification clause 802,803,1202 & 1203
14.6
8218
119996
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ii. Brick masonry work in 1:4 cement mortar in wing wall,Return wall e.t.c complete excepting pointing and plastering as per drawing and technical specification clauses 602,603,604,1202 and 1204
129.57
8600
1114367
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iii. Plastering with cement mortar(1:4) 15mm thick on brickwork in wing wall,Return wall e.t.c in substructure as per technical specification clauses 802,804,805,806,807,1202 and 1204
178.53
218
38973
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Plain / reinforced cement concrete(using jhama aggregate) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805,806, 807,900, 1202 & 1204.
-
-
-
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i) P.C.C grade M-15 below base slab
27.15
8693
236015
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(iii) RCC grade M25 (using stone aggregate) upto 5 m height
25.89
11175
289334
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Supplying , fitting & placing HYSD bar.
-
-
-
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Supplying fitting and placing HYSD bar reinforcement ( Fe 415 ) in substructure completed as per drawing and technical specification Clauses 1002,1005, 1010 and 1202.
3.11
91593
284857
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Providing and laying reinforced cement concrete ( using fine sand ) in superstructure as per drawing and technical specifications clauses 800, 900, 1205.4 & 1205.5.
-
-
-
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( II ) RCC grade M25. For height upto 5 m
12.84
13009
167038
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Supplying fitting & placing of HYSD bar.
-
-
-
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202.
1.54
93315
143706
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Providing and laying of cement concrete block
-
-
-
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Providing and laying of cement concrete blocks of size as per Table 1300 1 cast-in-situ and made with nominal mix of M-15 grade cement concrete(Using jhama Brick aggragate) as per drawing and technical specification clause 1301(rate includes prepar)
9.45
8383
79222
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Painting two coats on new concrete surface
-
-
-
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new,plastered/concrete surfaces as per drawing and Technical Specification on Pillars for inscribing structure number
19.2
118
2271
... More
Printing new letters fand figures of any shade
-
-
-
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Printing new letters fand figures of any shade with synthetic enamel paint black or any other approved colour to give and even shade as per drawings and Technical Specification Clause 1701 in English or Roman Hyphens, comas and the like not to be measured and paid for . Detail for 100 letters of 160 mm height, i.e, 106 m
2000
-
1600
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Maintenance
-
-
-
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Total for 1st year maintenance (including 18% GST)
4.38
126033
552151
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Total for 2nd year maintenance (including 18% GST)
4.38
145038
635411
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Total for 3rd year maintenance (including 18% GST)
4.38
254505
1114986
... More
Total for 4th year maintenance (including 18% GST)
4.38
313551
1373667
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Total for 5th year maintenance (including 18% GST)
4.38
328630
1439728
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● TheConstruction cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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69794751
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