Public Works Department Tender
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Costs
EMD
₹ 46,566Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_50226_1Bid Award Id
ViewTender No
8/EE/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
WBM-3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening 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.
62.37
527164
8452.2
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.
831.6
45904
55.2
Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface
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 bituminous surface @ 0.50 Kg/ Sqm.
1940.4
79556
41
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.
5
89314
17862.7
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
Ordinary Soil
(i) Upto 3 m depth
3.6
1650
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
I Sand filling
0.45
526
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).
I P.C.C grade M 10
(i) Nominal mix 1:3:6
0.68
6739
9983.7
Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203
Brick masonry in 1:4 cement mortar
3.62
34095
9418.5
Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of nea cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204
13.5
3032
224.6
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
100
22610
226.1
Supplying of 2nd class brick, bats and laying the same in road depressions and stretches in/c. spreading one layer of tilla soil to make it good for proper grade and camber as per direction of the Engineer-in-charge.
5
8690
1738
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
50
2905
58.1
Providing and placing polythene (of minimum wall thickness of 500 micron) bags filled with 1:8 cement mortar (1 cement : 8 fine sand of minimum quantity of 0.0204 cum i.e, 60% of polythene cement bag) and properly manually stiched to avoid any leakage of cement mortar as per direction of the Engineer-in-charge.
50
4046
80.92
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