Public Works Department Tender
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Costs
EMD
₹ 2,91,242Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Fdr/mtc. Of Road From Mandirghat Hanging Bridge To Amrit Para Bop Camp Under Jatanbari Pwd (randb) Sub-division, (ch. From 0.00km To 2.50km,length-2.50km)
Description
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Contact
Tender Id
2024_CEPWD_52691_1Bid Award Id
ViewTender No
34/NIT/SE-III/R/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8. I) Sandy material
20.9
37309
1785.16
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I) Sand filling
9.6
13511
1407.42
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). II P.C.C grade M 15 (i) Nominal mix 1: 2.5: 5
19.2
224553
11694.28
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) (i) Nominal mix 1:3:6
11.35
108275
9540.56
II P.C.C grade M 15 (using jhama brick aggregate) (i) Nominal mix (1:2.5:5)
52.09
506436
9722.33
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 ) RCC grade M25 ( i ) Upto 5m height
8.48
117486
13854.51
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.
2.48
227644
91977.54
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 upto 5 m
3.8
56545
14880.43
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm 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.
44.44
17429
392.2
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.
16.09
78791
4896.92
Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209.
2
4014
2007
Surface Drains:- Construction of unlined surface drains of average crosssectional 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. (i) Surface Drains in Ordinary Soil (A) Manual Means
500
57300
114.6
Road side Pucca drains:-Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307,1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc.but excluding reinforcement) C. Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) ( I ) In Ordinary Soil
49
214528
4378.13
Water Bound Macadam Sub-base/base:-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. 2) WBM Grading -3 ( A ) By Manual Means
689.06
5420142
7865.96
Prime Coat:-(ii)Medium 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 0.90- 1.200 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
9187.5
854437
93
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 Clause 503.
9187.5
235200
25.6
25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder:Providing, laying and rolling of open-graded premix carpetof 25 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 - II By Mechanical Means (I) Bitumen of VG-30
9187.5
4307008
468.79
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 - I : Type A (I) Bitumen of VG-30
9187.5
1563161
170.14
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