Public Works Department Tender
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Costs
EMD
₹ 48,217Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_50221_1Bid Award Id
ViewTender No
5/EE/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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.
495
121473
245.4
Providing and placing polythene (of minimum wall thickness of 500 micron ) bags filled with earth (Minimum quantity of 0.0204 cum i.e, 60% of gunny/polythene bag) and properly maunally stitched to avoid any leakage of earth as per direction of the Engineer.
3000
40500
13.5
Hiring charge of JCB (hydraulic excavator of 0.90 cum bucket capacity) for clearing and grubbing road side marshy soil and pushing the soil from the site with all lifts and disposed within 100 m as per direction of the Engineer-in-charge.
16
192000
12000
Supplying of 1st classed 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.
215
511055
2377
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
I. Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
(i) Nominal mix 1:3:6
23.39
220345
9420.5
Supplying bamboo (1st class) 85 mm to 100 mm dia and making shoe with end tappered upto 300 mm from the bottom of the bamboo as per drawing and specification.
2250
94500
42
Handling and driving bamboo (1st class) 85 mm to 100 mm dia upto the length required by heavy hammer as per drawing and specification.
750
52575
70.1
Providing and fitting, fixing bamboo (1st class) 85 mm to 100 mm dia for horizontal, diagonal bracing, strut etc. with nails / spikes and binding wire (GI 2.00 mm) as per drawing and specification.
400
22920
57.3
Providing bitumen drum sheet walling fixed with nail and tying with G.I. wire at horizontal runner complete.
260
145647
560.18
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.
8
142902
17862.7
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.
450
18450
41
20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity 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 viscocity 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 of VG-30
450
151560
336.8
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. Case - IV : Type D (premix with fine sand) (i) Bitumen of VG-30
450
34695
77.1
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.
1200
97104
80.92
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