Public Works Department Tender
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Costs
EMD
₹ 6,08,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road Aa Road Masli To West Karamcherra
Description
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Contact
Tender Id
2025_PWDTR_790368_1Tender No
DNIT01/EO/PMGSY-I(BW/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/pwd/
GEM & Bid Advisory Services
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BOQ Items
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Setting Out ( As per drawing enclosed) ( using PCC with jhama brick aggregate ) For all class of Soil
3.12
59789
186544
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Sub-Head: Eartwork & Drainage
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-
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Construction of sub grade and earthen shoulder: Construction of subgrade & Earthen Shoulder 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 Technical Specification clause-303.1
6842.31
199
1365725
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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. (A) manual means.
800
120
96400
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Road side pucca Drain: Construction of road side pucca drain in ordinary soil 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.
(B)Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
1020
3064
3125892
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Sub-Head: Protection Work(Toe Wall)
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-
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Earthwork 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 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil:Upto 3 m depth
32.63
482
15731
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.ii) Brick masonry in 1:4 cement mortar
16.88
8600
145176
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Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204. ii) Brick masonry in 1:4 cement mortar
19.53
8982
175434
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Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
32.81
218
7162
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Providing weepholes in brick masonry Toe wall with 100 mm dia AC pipe or PVC pipe (110mm OD of 6.0 kg/cm presssure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical Specification Cl. 614,709, 1204.3.7
25
328
8215
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.(ii) P.C.C grade M 15:Nominal mix (1:2.5:5)
4.69
8218
38547
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Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.(i) P.C.C grade M 15:Nominal mix (1:2.5:5)
1
8693
8693
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Sub-Head: Granular Sub-Bases, Bases(Non-Bituminous)
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A.By Mix in Place Method:Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.Grade-I(Jhama brick Agreegate).
1240.74
5526
6856329
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate WBM grading 3: 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.By Mechanical Means
894.76
7265
6500879
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Sub-Head: Bases and Surface Courses (Bituminous)
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-
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Prime coat:(i) Low porosity: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
11930.18
45
544016
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Tack Coat: 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
11930.18
15
183725
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
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-
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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
11930.18
251
2998054
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Seal Coat : 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 Technical Specification Clause 510:By Manual Means(with Bitumen S-65) type D
25310.03
51
1305998
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Sub-Head: Traffic Signs, Markings and other Appurtenances
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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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
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-
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ii) 600 mm equilateral triangle aluminium sheeting
15
2785
41787
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iii) 600 mm circular aluminium sheeting
6
2899
17395
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iv)800 X 600 mm rectangular aluminium sheeting
4
3075
12300
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Reinforced cement concrete M15 grade 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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-
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ii) Ordinary Kilometer Stone (Precast)
4
3651
14606
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iii) 200 m stone (precast)
30
930
27912
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Construction of R.CC guide posts of 200mm dia and total 600mm long (300mm below G.L ) M15 grade (with jhama bricks ) Cane in situ with 20 mm nominal size aggregate, true ton line and grade, Tolerance of vertical RCC post note to exceed 1 in 500 as per drawing and T/special fication on clause 1401.6
50
532
26630
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(a) In ordinary soil
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-
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(I) Providing and Fixing 'Logo' of PMGSY Project 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 m 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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(II) Providing and fixing ' Citizen's Information Board of PMGSY/Bharat Nirman Project:
Providing and fixing of typical Citizens' Information Board with Logo as per MORD specifications and drawing. Two M.S plates of 2.0mm thick MS sheet duly welded with M.S flat iron 50mm x 5mm 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 76.1mm OD(vertical) steel tube posts { as per IS:1161-1979, medium classd} duly embedded in cement concrete m145 grade blocvks of 600mmx600mmx750mm, 750mm below ground level. All M.S will be stove enemeled 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 tub and flats e will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
4
16462
65851
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Maintenance
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-
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Total for 1st year maintenance (including 18% GST)
3.12
53893
168092
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Total for 2nd year maintenance (including 18% GST)
3.12
68005
212108
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Total for 3rd year maintenance (including 18% GST)
3.12
144972
452168
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Total for 4th year maintenance (including 18% GST)
3.12
187018
583309
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Total for 5th year maintenance (including 18% GST)
3.12
264304
824364
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● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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28137230
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