Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Costs
EMD
₹ 99,993Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEPWD_2727_1Bid Award Id
ViewTender No
05/EE/KCP/2018-2019Tender Authority
Public Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
(iii) Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and as per MoRD Technical Specification Clause 302.3.5.
1209.45
-
57.2
(i) 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)
(D) U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm)
II. In Ordinary rock (not requiring blasting)
238.6
-
3183.8
SH (2) /Chapter - 4 : Granular Sub-bases, Bases (Non-Bituminous) and Shoulders.
-
-
-
ii) Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
4665.92
-
318.1
iv) Brick edging laid length wise
Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
3274
-
48.4
2) WBM Grading 3
Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates 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
391.85
-
4670.6
SH (3) /Chapter - Miscellaneous-1: Different Miscellaneous Items For Roads & Steel Bridges
-
-
-
Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
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 W.B.M. @ 0.75 kg/ sqm.
5224.65
-
41.1
SH (4) /Chapter - 5 : Bases and Surface Courses (Bituminous)
-
-
-
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder/ Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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 - I : By Manual Means (i) Bitumen (60/70 Grade) VG-30
5224.65
-
215.9
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
5224.65
-
40.2
SH (5)/ Chapter - 11: Foundation
-
-
-
Excavation for Structures
Without dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring,shuttering & 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
157.92
-
287
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
(I) Sand filling
10.75
-
521
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 centring, shuttering, staging etc. but excluding reinforcement )
P.C.C grade M 10
Nominal mix 1:3:6
12.81
-
6890.1
SH (6)/ Chapter - 12: Substructure
-
-
-
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.
III. In 1:5 cement mortar.
12.86
-
5529
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204.
44.55
-
145.6
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 centring, shuttering, staging etc. but excluding reinforcement )
III. P.C.C. grade M 20 (1:2:4) Nominal mix
(i) Up to 5 m height
316.62
-
7995.8
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 centring, shuttering, staging etc. but excluding reinforcement )
VI. R.C.C. grade M 25
(i) Up to 5 m height
30.09
-
8830.7
Supplying, fitting & placing Thermo-Mechanically treated bar/cikd twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202
4.49
-
53218.6
Providing weepholes 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.
67.2
-
257.3
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.
18
-
3135.6
Plain cement concrete(using jhama brick aggregate) 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)
I. P.C.C grade M 15 (1:2.5:5 Nominal mix)
(i) Nominal mix (1:2.5:5)
73.2
-
6365
SH (7)/ Chapter - 13: Superstructure
-
-
-
Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centring, shuttering, staging etc. but excluding reinforcement )
II. R.C.C M 25
1. For height up to 5 m
15.09
-
9599.8
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.
1.81
-
54367.4
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements