Public Works Department Tender
View complete overview of Mizoram PWD Tender
Costs
EMD
₹ 25,90,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Upgradation And Maintenance Of Phairuang To Thenhlum Bolia To Thenhlum
Description
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Contact
Tender Id
2024_MZPWD_131839_1Tender No
14/MiRRDA/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.mizoram.gov.in
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Documents
BOQ Items
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3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
4353.31
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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 1.2 - 1.5 kg/sqm using mechanical means as per Technical Specification Clause 502
62238.53
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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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
62238.53
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration 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 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 as per Technical Specification Clause 508.
By Manual means
Type B
(i) Bitumen (S-65)
62238.53
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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, Type B and Type C as per Technical Specification Clause 510
Type A (ii) Bitumen (S-65)
62238.43
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Construction of earthen shoulder
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4307.83
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1308.1
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
II. Ordinary rock
(i) Upto 3 m depth
46.44
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Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4
I. Nominal mix 1:2.5:5 (Hand mixing)
104.49
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Plastering with cement mortar (1:3), 15 mm thick works as per technical specification Clauses 613.4 & 1204
535.78
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides.
I. Ordinary soil
(i) Upto 3 m depth
578.14
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Stone masonry in cement mortar infoundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
II. Coursed rubble masonry (2nd sort)
(ii) In cement mortar (1:4)
542.03
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 (hand mixing)
4.44
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
36.6
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Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
I. Random rubble masonry
5.72
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Plastering with cement mortar 1:4 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
56.39
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Providing PCC M-20 architectural coping on the top of retaining wall complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
Between parapet walls
4.75
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Stone masonry in cement mortar in for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
II. Coursed rubble masonry (2nd sort)
(i) In cement mortar (1:3)
24.2
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Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
2718.93
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Destination sign
1.62
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Place identification sign
0.75
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Advance Direction sign
1.62
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Direction Sign
0.36
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AMC for 1st Year
16.23
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AMC for 2nd Year
16.23
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AMC for 3rd Year
16.23
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AMC for 4th Year
16.23
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AMC for 5th Year
16.23
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