Public Works Department Tender
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Costs
EMD
₹ 75,581Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_53216_1Bid Award Id
ViewTender No
12/SE(I)/KGT/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Tack Coat
Providing and applying tack coat using hot stright run bitumen of grade (VG- 30) in/c heating the bitumen, spraying the bitumen cleaning and preparing the existing road surface as per specification on W.B.M. @ 0.75 kg/sqm.
302.05
16673
55.2
Tack Coat
Providing and applying tack coat using hot stright run bitumen of grade (VG- 30) in/c heating the bitum en, spraying the bitumen cleaning and preparing the existing road surface as per specification on Bituminous surface @ 0.50 kg/sqm.
5322.95
218241
41
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 (60/70 grade)VG-30
5625
433688
77.1
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 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
4.82
86143
17862.7
Surface Drains
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. (i) Surface Drains in Ordinary Soil
(A) Manual Means
210
24066
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 400 mm)
(I) In Ordinary Soil
136
463828
3410.5
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
27
12371
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
(i)Upto 3 m depth (I)Sand filling
1.7
1986
1168
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 10 (ii) Nominal mix (1:3:6)
1.28
12729
9983.7
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.
0.33
30109
91240.9
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). (IV) R.C.C grade M 20 (ii) Nominal mix (1:2:4)
29.4
326087
11091.4
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 MoRD technical specification clauses 614, 709, 1204.3.7.
8.1
3177
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.
7.8
37686
4831.5
Backfilling in Foundation Trenches as per drawing and MoRD technical specification Clause 1108. ii) Earth Filling (for Marshy Soil)
15.4
4523
293.7
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