Public Works Department Tender
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Costs
EMD
₹ 4,01,015Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEPWD_42214_1Bid Award Id
ViewTender No
05 EE NH DIV PWD (NH) KGT 2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
508
17170
33.8
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Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , Grading-I), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading - I Material
105
461916
4399.2
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Water Bound Macadam Sub-Base / Base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller / vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404.
WBM Grading III
A )By Manual Means
405.56
3518030
8674.5
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Prime Coat
Providing and applying primer coat bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification clause 502.
5407.5
174121
32.2
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Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20kg/sqm on the prepared bituminous /granular surface cleand with hydraulic broom as per MORT&H technical specification clause 503.
7173.7
77475
10.8
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Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects.
B. Grading II
With Viscosity graded Bitumen of VG-30
376.61
5895001
15652.8
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Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects.
B. Grading-II.
(I) With Viscosity Graded Bitumen of VG-30
215.21
3797079
17643.6
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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)
I. In Ordinary Soil
350
1447320
4135.2
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Excavation for Structures
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 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
A. By manual means
(i) Upto 3 m depth
697.5
238335
341.7
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Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
69.75
59880
858.5
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
65.1
584259
8974.8
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
(V) RCC M20 Grade
a. upto 5 m height
case-I : Using Concrete mixer
235.6
2486922
10555.7
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Supplying, fitting and placing un-coated Twisted steel / deformed bars reinforcement in substructure complete as per drawing and MoRT&H technical specifications Clauses 1600, 2200
11.78
804717
68312.2
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Cement concrete blocks (size 0.5x0.5x0.5 m)
roviding and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M 15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-
2000 as per drawings & MoRT&H technical specifications Clauses 2503.
47.63
452885
9508.4
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