Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date26 Mar 2025
Closing Date16 Apr 2025
Tender Amount₹ 22,79,023
Costs
EMD
₹ 45,580Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance/ Strengthening Of Approach Road From Nh-08 Towards Railway Crossing Via Jnv Kherengjuri North Tripura
Description
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Contact
Tender Id
2025_CEPWD_59783_1Tender No
98/EE/DD/PWD(RnB)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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By Mix in Place Method . Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. For Grading I Material.
50.4
6398
322494
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate. WBM Grading - 2. Providing, laying, spreading and compacting jhama brick aggregates of specific sizes 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- 2 as per MoRD Technical Specification Clause 405. By Manual Means.
43.05
7435
320115
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WBM Grading - 3. Providing, laying, spreading and compacting jhama brick aggregates of specific sizes 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 Mean
102.38
7474
765161
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Prime Coat. Medium porosity. Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
1015
90
92061
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Tack Coat. Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
1015
23
23650
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25mmthickOpen-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity 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.
1015
422
428939
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Seal Coat. Providing and laying seal coat sealing the voids in a bituminoussurface laid tothespecified levels, gradeand cross fallusingTypeAorTypeBorTypeCorType Das per MoRD Technical Specification Clause 510. By Manual Means. Bitumen of VG-30.
1015
123
125150
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Surface Drains. Constructionof unlined surfacedrains of average cross sectional area0.40sqminordinarysoil tospecified lines, grades, levels anddimensions. excavated material tobe used in embankment with a lift upto 3m and lead of 50 m(average lead 25m) aspe rMoRD Technical Specification Clause 307. Surface Drains in Ordinary Soil . Manual Means.
120
114
13752
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803.
105
721
75800
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Semi Reflective Traffic Signs. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and as per MoRD Technical specification Clause 1701.2.2 . with 600 mm equilateral triangle MS sheeting.
4
2989
11958
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with 600 mm circular MS sheeting.
4
3268
13076
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