Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date25 Jun 2024
Closing Date11 Jul 2024
Tender Amount₹ 24,26,222
Costs
EMD
₹ 48,524Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of Pwd Road I.e Das Para Paul Para Road Of Kalacherra R.d Block Under Dharmanagar Sub-divsion
Description
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Contact
Tender Id
2024_CEPWD_50049_1Bid Award Id
ViewTender No
08/EE/DD/PWD(RnB)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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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.
62.5
36194
579.1
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iii) Brick edging laid in full brick width. Providing and laying brick edging 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.
50
12618
252.36
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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.
50
4305
86.1
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Water Bound Macadam Sub-Base / Base. (iii) 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.
8.2
69333
8452.2
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Tack Coat.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.
187.5
7688
41
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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.
109.38
6038
55.2
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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 - I : By Mechanical Means.(I) Bitumen of VG-30.
296.88
99988
336.8
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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 of VG-30.
421.88
32527
77.1
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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.
79.2
36289
458.2
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B. With dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom backfilling in trenches with excavated suitable material.(I) Ordinary Soil.(i) Upto 3 m depth.
63.36
31401
495.6
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.(I) Sand filling.
11.88
13876
1168
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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.
11.88
118606
9983.7
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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).P.C.C grade M 15 (1:2.5:5 Nominal mix).
80.44
870709
10824.6
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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.
3.22
294393
91483.2
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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.
34.65
13590
392.2
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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
49.5
239159
4831.5
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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.
49.5
78809
1592.1
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Plastering with cement mortar (1:4) 12 mm thick on cement punning with 2.75 kg of cement per sqm in brickwork/ C.C. work including a finishing coat of neat substructure as per MoRD technical specification Clauses 613.4 & 1204.
499.13
112103
224.6
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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.
23.63
244864
10364.6
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