Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date9 Jul 2024
Closing DateCancelled
Tender Amount₹ 24,22,515
Costs
EMD
₹ 48,450Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_50923_1Tender No
11(09)/PNIeT/EE/PWD/SBM/24-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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.
2.94
37749
12839.87
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.
0.29
26938
91627.18
Brick masorny 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
7.06
70125
9937.08
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204
II. In 1:4 Cement mortar
2.78
28223
10145.05
Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement). VI. RCC grade M 25 i) upto 5 m height
3.74
50462
13510.77
Supplying fitting & placing Thermo Mechanically Treated bar/Cold Twisted deformed bar reinforcement in Substructure complete as per drawings & MoRD technical specifica-tion Clauses 1000,1005,1010 and 1202
0.41
37758
91869.48
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC 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.
4.2
1647
392.2
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.
6.26
30334
4845.76
Providing PCC M 20 (with jhama brick aggregate)
architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & MoRD technical specification Clauses 615, 710 & 1204.3.11
5.4
3702
685.7
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 up to 5 m
2.03
29603
14582.97
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.
0.2
19005
93621.18
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
2) WBM Grading 3. Providing, laying, spreading and compacting jhama brick aggregates of specific sizes 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
26.81
209237
7804.15
Prime Coat .
(i) Low porosity Providing and applying prime 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 Caluses 502.
324.36
24031
74.09
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 Clause503.
324.36
6299
19.42
Tack coat using hot straight run bitumen of grade VG-30 on bituminous Surface.
Providing and applying tack 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 specification: On bituminous surface @ 0.50 kg/Sqm.
2244.39
92917
41.4
20mm thick open –graded premix carpet using Bituminous (viscosity grade / Modified bitumen) binder.
Providing & laying rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen of emulsion to required line, grade & level to serve as wearing course on a previously prepared base in/c. mixing in a suitable plants, laying & rolling with a three wheel 80-100km static roller capacity, finished to required level & grades to be followed by seal coat of either type A or type B C or type D as per MoRD technical specification clauses 508. Case-I: By manual means
ii) Bitumen (60/70 Grade) VG-30
2568.75
945633
368.13
Seal Coat
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510. 1) By Manual Means.
Case-iv : Type D ( Premix with fine sand )
ii) Bitumen of VG-30
2568.75
201929
78.61
Road side Pucca Drain: Construction of road side Pucca drain with M10 (1:3:6 with Jama brick aggregate) to specified lines , grades, levels and dimensions as per approved design and MoRD technical specification clause 307, 1606. Excavated materials to be used in enbankment at site (including centering, shuttering etc. but ex/c reinforcement).D. U shaped drain (top clear width 600mm, bottom clear width 600mm and clear depth 600mm) I. In ordinary Soil
120
512162
4268.02
Surface Drain: Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials to be used in embankment with a lead upto 3 m and lead upto 3m (average lead 25 m) as per MoRD technical specification 307. (i) Surface Drain in Ordinary Soil. (A) BY Manual Means
472
54091
114.6
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