Public Works Department Tender
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Costs
EMD
₹ 24,305Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ordinary Repair Of Nh 44 A From Km 0.00 To Km 17.00 During The Year 2018-19
Description
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Contact
Tender Id
2019_CEPWD_2820_1Bid Award Id
ViewTender No
07/EE/NHDIV/PWDNH/KGT/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
... More
Hill Side Drain Clearance Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000
2550
-
37.3
... More
Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) (B) Manual Means
2070
-
71.8
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Bituminous Macadam. Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504. (ii) Grading II (19 mm nominal size)With Bitumen (60/70 Grade) VG-30.
64.52
-
11792.8
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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 tofill up the interestices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404. A) By manual means. Grading-III c)Using Screening Type-B(11.2mm Agg.)
58.28
-
8551.6
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Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
1938.6
-
9.9
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Close - Graded Premix Surfacing / Mixed seal surfacing. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per MoRT&H Technical Specification Clause 512. With Bitumen(60/70 Grade)VG 30
1161.6
-
251.9
... More
Seal Coat Providing and laying of premix seal coat Type - B with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade as per MoRT&H Technical Specification Clause 513. Case II : Type - B
1161.6
-
77.9
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Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300.
60
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168.7
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Providing and placing gunny / polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minimum qty of 0.0204 cum) and properly manually stitched to avoid any leakage of sand as per specification.
2000
-
16.8
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