Public Works Department Tender
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Costs
EMD
₹ 2,89,457Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Fdr/mtc Of Various Roads Under Teliamura Municipal Council Ward No. 1 To 15 Under The Jurisdiction Of Teliamura Sub-division No-i (i) Road From Sadhan Debnath House To Raju Debnath House (nath Para), (ii) Ta Road To Jahar Chakraborty House, (iii) Tk
Description
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Contact
Tender Id
2024_CEPWD_54194_1Bid Award Id
ViewTender No
73/SE-II/PWD(RandB)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
5.8 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 Manual Means
(i) Bitumen of VG-30
5006.4
352
1763104
5.11 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
5006.4
78
393052
1M 1.13 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 and bitumen of VG-30) after applying prime caot at the bottom and tack coat on sides and on bottom (using Bitumen emulsion) and compacting, trimming and finishing the surface to form a smooth continuous surface, all as per MoRD Technical Specification Clauses 1900,502,503 and 504.
12.91
11860
153122
11.1 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
683.01
458
312955
11.2 Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9,1200. I. Sand filling
64.63
1379
89164
11.9 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 centring, shuttering, staging etc. but excluding reinforcement )
I.P.C.C grade M 10 ( using jhama brick aggregate )
(I)Nominal mix 1:3:6
81.95
9492
777839
11.5 Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
173.85
9705
1687199
12.16 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
695
231
160893
12.4 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
241.73
13000
3142575
12.5 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.
19.34
91879
1776766
12.9 Providing & laying filter media with granular crushed 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.
44.93
4831
217070
13.7 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 MoRT&H technical specification clauses 2706, 2200.
135
392
53015
3.4 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.
500
279
139500
4.5 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.
275
598
164560
14.16 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)
I.Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
i) Nominal mix 1:3:6
230.85
9827
2268748
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