Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 23,99,548
Costs
EMD
₹ 47,991Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEPWD_59886_1Bid Award Id
ViewTender No
170/R/DNIeT/EE-JRN/PWD(R and B)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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3.13 301.4 Compacting Original Ground. (i) Compacting original ground supporting embankment. Loosening, Levelling and Compacting original
ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.
60.75
23
1397
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Labour charge for Breaking of jhama bats/ jhama bricks/ 1st class bricks..Breaking of jhama bats/ jhama bricks /1st class bricks (including bigger lumps) into metal/chips /aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m. (ii) Required sizes for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification Clause 401.
12.96
1520
19700
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Charge for construction of Granular Sub-base.Charge for 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 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.excluding the cost of jhama aggregate which are available at site only).
12.96
279
3626
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Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate. (i) 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.
81.54
4867
396929
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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 Means.
70.88
7649
542158
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Tack Coat. Tack coat using hot straightr run bitumen of grade VG-30 on WBM. Providing and applying tack coat using hot straight run bitumen of grade VG-30 , including heating the bitumen cleaning and preparing the existing road surface as per specification : on WBM @ 0.75 kg /Sqm.
945
55
52325
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Tack Coat. 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.
1800
41
74106
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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 - II : By Manual Means
(I) Bitumen of VG-30
2745
340
935908
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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 - II : By Manual Means Case-IV Type D (Premix with fine sand) (I) Bitumen of VG-30
2745
78
216086
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