Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date21 Feb 2025
Closing Date13 Mar 2025
Tender Amount₹ 24,25,585
Costs
EMD
₹ 48,512Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of Road From Poangbari To Madhabnagar Road (l-5.70 Km)/sh- Construction Of Rcc Boxcell (2.00m X 2.00m) At Ch 2.80 Km Over Local Cherra And Cc Block Placement At Local Cherra On The Road From Madhubari To Goursing Bari (l-3.050 Km)
Description
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Contact
Tender Id
2025_CEPWD_58609_1Tender No
33(13)/PNIeT/24-25. 136/DNIeT/EE/PWD/SBM/DIVNTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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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).V. R.C.C. grade M 25.
6.94
12839
89108.7
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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.
0.76
91627
69911.54
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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
7.84
13510
105897.42
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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
0.86
91869
79191.49
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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 up to 5 m
5.75
14582
83852.08
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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.
0.63
93621
59262.21
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Construction of R.C.C railing of M 25 grade in cast-insitu with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and
reinforcement).
5
4251
21256
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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.
54
392
21178.8
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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.
19.21
4845
93087.05
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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
31.64
9937
314399.27
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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
18.09
10145
183473.23
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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.
11.68
685
8008.98
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Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209.
2
2007
4014
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Construction of embankment with Materials Obtained from Borrow Pits. Construction of Embankment with approved material obtained from borrows pits with a lift up to 1.50m,transperting to site,spreading,grading to required slope and compathing to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per MoRD Technical specification clause 301.5.
115
245
28221
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Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate (A)By Mix in Place Method . Construction of granular sub-base by providing wellgraded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1 , spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC,applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical SpecificationClause 401 (i) For Grading I Material.(Jhama Brick aggregate)
3
4978
14936.97
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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
2.25
7804
17559.34
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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.
30
74
2222.7
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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.
30
19
582.6
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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
30
368
11043.9
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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
30
78
2358.3
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Construction of Toe Walls for protection of slopes as per Drawing and MoRD technical specification Clauses 1302.5 (including centering, shuttering, staging etc. but excluding reinforcement). II)Cement Concrete Grade M10 in case of Concrete block pitching. i) Nominal Mix 1:3:6
112.28
9777
1097851.38
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