Public Works Department Tender
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Costs
EMD
₹ 5,30,395Document Cost
₹ 8,000Tender Fee
Refer Documents
Summary
Improvement Of Brick Soled Katcha Road To All Weather Road Near Power Sub Station At Natunbazar To Rajkumar Das House Near The Shiv Mandir At Satyendra Para Via Sri Lakshman Roy House L 1 985 Km Of Kumarghat Pwd R And B Division Under Pabiacher
Description
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Contact
Tender Id
2024_CEPWD_55855_1Tender No
47/CE/PWD(RB)/ACE(PDU)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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.
3906.73
245
958712
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PROTECTION WORK (TOE WALL)
-
-
-
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Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
II. Cement concrete grade M 10 in case of concrete block pitching
i) Nominal mix 1:3:6
635.07
10630
6751334
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DRAINAGE WORK
-
-
-
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Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.40 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 MoRD Technical Specification Clause 307.
(i). Surface Drains in Ordinary Soil (B). Mechanical Means
600
21
13140
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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) C. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
I. In Ordinary Soil
350
4336
1517733
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GRANULAR SUB_BASES, (Non-Bituminous) AND SHOULDERS.
-
-
-
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Brick soling
(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.
1039.17
594
618067
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Brick soling
(iv) Brick edging laid length wise
Providing and laying brick edging laid lengthwise 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.
445
88
39213
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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 smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading I Material
339.83
6562
2230094
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Water Bound Macadam Sub-Base / Base
2) WBM Grading - 2
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/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 2' as per MoRD Technical Specification Clause 405.
(A) By Manual Means
484.3
8529
4130987
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Water Bound Macadam Sub-Base / Base
3) 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 MoRD Technical Specification Clause 405.
(A) By Manual Means
484.3
8649
4189045
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BASES AND SURFACE COURSES(Bituminous)
-
-
-
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Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm.
787.5
41
32469
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Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm.
6507.38
55
361745
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20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity 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 Viscosity 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 of VG-30
7294.88
326
2381268
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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
i. Bitumen of VG-30
7294.88
78
569803
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BOX CULVERTS
-
-
-
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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
75.52
458
34603
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling
5.03
1299
6536
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Providing concrete for plain 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
10.07
10241
103135
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Providing concrete for plain 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)
III. P.C.C grade M 20
(i) Nominal mix 1:2:4
40.04
11056
442691
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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 5m height
12.3
12605
155052
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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.
2.19
91867
201189
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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
14
13676
191474
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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.
1.4
93618
131067
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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.
33.41
4723
157807
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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.
19.2
392
7530
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RETAINING WALL
-
-
-
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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
57.6
458
26392
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling
6.4
1299
8317
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Providing concrete for plain concrete (using jhama brick aggregate) 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 (using jhama brick aggregate)
(i) Nominal mix 1:3:6
9.6
9340
89673
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Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
II Brick masonry in 1:4 cement mortar
108.24
9667
1046442
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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.
18
4723
85020
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Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204.
41.58
230
9604
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