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Construction Of Approach And Internal Road For Newly Constructed 1000 Mt Capacity Food Godown At Santirbazar Under Santirbazar Sub-Division, South Tripura Sh- Earthwork, Brick Soling, Wmm, Pmc Etc., santirbazar-Tripura

Public Works Department-PWD has published Construction Of Approach And Internal Road For Newly Constructed 1000 Mt Capacity Food Godown At Santirbazar Under Santirbazar Sub-Division, South Tripura Sh- Earthwork, Brick Soling, Wmm, Pmc Etc.. Submission Date for this Tender is 08-03-2022. Road Work Tenders in santirbazar Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

31195967
Construction Of Approach And Internal Road For Newly Constructed 1000 Mt Capacity Food Godown At Santirbazar Under Santirbazar Sub-Division, South Tripura Sh- Earthwork, Brick Soling, Wmm, Pmc Etc.
Open Tender
Indian
Tripura
santirbazar
08-03-2022

Tender Details

Construction Of Approach And Internal Road For Newly Constructed 1000 Mt Capacity Food Godown At Santirbazar Under Santirbazar Sub-Division, South Tripura Sh- Earthwork, Brick Soling, Wmm, Pmc Etc.

Key Value

Document Fees
INR 1000 /-
EMD
INR 68718.0 /-
Tender Value
INR 34.35 Lakhs /-

BOQ Items

Name of Work:Construction of Approach and Internal road for newly constructed1000 MT capacity FoodGodown at Santirbazar under Santirbazar Sub-Division , South Tripura /SH:-Earthwork, Brick Soling, WMM, PMC etc.
Sl. No. Item Description
1Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
2Brick soling ii) Flat Brick solingProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
3Brick soling iv) Brick edging laid length wiseProviding and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
4Wet Mix Macadam Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed materials by tipper to.site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 KN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion etc as per Tables 400.11 & 400.12 and as per MoRD Technical Specification Clause 406.By Mechanical Means with 1.00 km lead(A) By Manual Means
5Prime Coat (ii) Medium porosityProviding 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.
6Tack Coat Providing and laying Tack coat penetration grade Bitumen at the rate of 0.75 kg per sqm on road surface complete as per instruction of the Engineer-in-Charge (VG-30 grade)
725 mm thick Open-Graded Premix Carpet using Bituminous (penetration 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 penetration 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 (60/70 Grade) VG-30
8Seal coatProviding 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 510Case - IV : Type D (premix with fine sand) (I) Bitumen (60/70 Grade) VG-30
9Surface Drains Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil(B) Manual Means
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