Public Works Department Tender
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Costs
EMD
₹ 49,677Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEPWD_39891_1Bid Award Id
ViewTender No
23/DNIT/R/EE/PWD/AMP/2023-24.Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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 & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
12.06
132498
10985.7
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 0.70-1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
495
22225
44.9
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 granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Tecdhnical Specification Clause 503.
495
7177
14.5
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.
1815
65703
36.2
25 mm thick Open Graded Premix Carpet using Bituminous(Viscosity grade/ modified bitumen ) Binder
Providing , laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 5081. Case-II By Mechanical Means
(I) Bitumen of VG-30
2310
802494
347.4
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 VG-30
2310.15
115969
50.2
Surface Drains in Ordinary Soil
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. Surface Drain in Ordinary Soil
(A) Manual Means
900
76860
85.4
Earthwork in excavation
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.Ordinary Soil
i)Upto 3 m depth
189
64581
341.7
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
i)Sand filling
21
18028
858.5
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)
Nominal mix 1:3:6
16
126366
7897.9
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).
P.C.C. grade M 20
(i) Nominal mix (1:2:4)
39.69
393464
9913.94
Brick masonry work in cement mortar in substructure complete excluding pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204.
In 1:4 cement mortar
3.01
26857
8922.6
Plain/ Reinforced cement concrete in superstructure including all formworks required as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5(including centering, shuttering, staging etc. but excluding reinforcement) RCC M 25 Grade
II : For height upto 5.00 m
1.4
17095
12211.1
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
2.14
145665
68131.5
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
17.5
3062
175
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