Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Excavation
Eprocure
Opening Date22 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 18,64,484
Costs
EMD
₹ 37,290Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc Of Gopal Road(nh08) Nalgaria Road To Assampara Bridge Approach Via Cremation Ground, Kumbhakalimandir Of Ranirbazar Under Jirania Sub Division, Pwd (r And B) During The Year 2024 25 Sh Earth Filling, Gsb, Wbm2, Wbm 3, Carpetting..gr-i
Description
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Contact
Tender Id
2024_CEPWD_55138_1Tender No
115/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
Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m as per MoRD Technical Specification Clause 202.
35.44
859
30450
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 withall 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.
22.33
1520
33944
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). For Grading - I Material
A) By Mix in Place Method
22.33
279
6248
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)
48.55
4889
237378
(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
53.16
7736
411290
WBM Grading 3
Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates 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
53.16
7713
410028
Prime Coat
(ii) 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.
708.75
91
64532
Tack Coat
(iii) 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 granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
708.75
23
16563
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 - I : By Manual Means: (II)Bitumen of VG-30
708.75
343
243803
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.
By Manual Means Case - IV : Type D (premix with fine sand) Bitumen (60/70 Grade) VG-30
708.75
78
55686
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