Public Works Department Tender
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Costs
EMD
₹ 2,76,996Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Development Renewal Of The Road From Kadamtala To Jadav Para Jadav Para Road L 3.50 Km Under Pwd R And B Ampi Sub Division During The Year 2024 25
Description
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Contact
Tender Id
2025_CEPWD_57485_1Tender No
144/NIT/SE-III/R/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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GEM & Bid Advisory Services
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BOQ Items
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Surface drain
Construction of unlined surface drains of average cross-sectional area 0.40sqm in ordinary soil to specified lines,levels and dimensions. Excavated material to be used in embankment with alift upto 3m and lead of 50m(average lead 25m) as per MoRD Technical specification clause 307.
1750
114
200550
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggregate
(2) WBM Grading 3
Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates 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
242.74
7924
1923670.16
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Prime Coat
(ii) Medium 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 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
3236.52
90
293552.36
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Tack Coat
(iii) 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 granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
3236.52
24
78161.96
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Tack coat
(ii) 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 MoRD Technical Specification Clause 503.
9013.48
24
217675.54
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) binder
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 MoRD Technical Specification Clause 508.
Case - II : By Mechanical Means
I) Bitumen (60/70 Grade) VG-30
12250
346
4250260
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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 MoRD Technical Specification Clause 510.
A) By Manual Means
Case - IV : Type D (premix with fine sand)
(I) Bitumen (60/70 Grade) VG-30
12250
80
990045
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Maintenance of bituminous surface road using Jhama brick aggregate
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 B.M (using jhama brick aggregate), after applying prime coat at the bottom and tack coat on sides and on bottom and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
20.56
12168
250156.12
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Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
(II) By Mechanical Means
B) Reinforced Cement Concrete
4.5
1262
5681.25
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Dismantling Brick/Tile Work as per MoRD Technical Specification No. 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
B) Cement mortar
60
424
25458
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Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 MoRD Technical Specification Clause 301.5.
517.5
245
126994.5
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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)
B) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
I. In Ordinary Soil
300
3410
1023150
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Excavation for Structures
A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD 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.
I) Ordinary Soil
(i) Upto 3 m depth
160.8
458
73678.56
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I) Sand filling
11.28
1168
13175.04
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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).
I) P.C.C grade M 10
(i) Nominal mix 1:3:6
11.28
9983
112616.14
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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).
V) R.C.C grade M 25
36.36
11629
422834.08
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
2.91
91240
265419.78
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
VI. R.C.C grade M-25
i) upto 5 m height
65.07
12300
800361
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
5.21
91483
476261.54
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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 MoRD technical specification clauses 614, 709, 1204.3.7.
48
392
18825.6
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Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material
54
1592
85973.4
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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 MoRD technical specification clause 1204.3.8.
25.92
4582
118780.99
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Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).
II) R.C.C M 25
1) For height upto 5 m
5.8
13372
77558.76
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Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
0.46
93234
43260.99
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Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and reinforcement).
5.6
4251
23806.72
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Brick soling
i) Brick on edge soling
Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
117.75
991
116772.68
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ii) Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
117.75
579
68189.03
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Providing and laying of apron with 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 aggregate)as per drawing and MoRD technical specification Clause 1301 (rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks).
157.95
9537
1506369.15
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