Public Works Department Tender
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Costs
EMD
₹ 2,90,775Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEPWD_59325_1Tender No
150/DNIT/SE-V/AMB/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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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.
2660
344
917434
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Dismantling of Brick soling.Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts andupto a lead of 1000 m as per MoRD Technical Specification Clause 202.( I ) By Manual Means.
72.48
986
71461.34
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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.Required sizes for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification Clause 401.
65.12
1520
98981.31
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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).(i) For Grading - I Material.(A) By Mix in Place Method.
65.12
352
22980.39
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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 (Jhama Brick Aggregate, Grading-I, as per Table 400.1, 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 (jhama brick aggreate).
751.84
4982
3746123.06
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate.1) 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.(A) By Manual Means.
392.77
7813
3068877.14
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate.1) 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.
392.77
7845
3081264.98
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Prime Coat.(i) Low 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 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
5236.88
74
391351.67
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Tack Coat.Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
5236.88
23
125266.05
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25 mm thick Open-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 - II By Mechanical Means.(I) Bitumen of VG-30.
5236.88
443
2321454.32
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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.A By Manual Means.Case - IV : Type D (premix with fine sand).(I) Bitumen of VG-30.
5236.88
79
415232.22
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