Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Construction of S. Rengtekawn to Builum road Group B in Kolasib, Mizoram, with an estimated contract value of Rs. 3,55,77,364. The bid opening date for this tender is 10-05-2018 and the last date for bid submission is 18-05-2018. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 3,56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of S. Rengtekawn to Builum road Group B
Description
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Contact
Tender Id
2018_MZPWD_61855_2Bid Award Id
ViewTender No
3/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.mizoram.gov.in
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Documents
BOQ Items
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Deduct for re-useable Hard Rock at 15% of excavated hard rock
762.61
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Cutting of trees.
Cutting of trees including cutting of trunks,branches and removal of stumps and root, refilling, compaction of backfilling and stacking of serviceable materials by manual means with all lifts as per technical specification clause 201.
(A) Lead upto 100m.
(i) Girth above 300mm to 600mm.
2
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Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire confirmng to IS:280 and IS:4826 n 100 mm x 100 mm mesh (woven diogonally) including 10 percent extra for laps and made lad with stone boulders weighing not less than 25 kg each as per drawing and techncal specfications clause 301
15.44
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
1.94
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Providing and fixing as per Guidelines:
Title Informatory Board
2
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Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204
52.97
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Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.
(ii) 60cm equilateral Triangle
Speed limit
1
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Repairs of Damages Caused by Rain/Spillage of Water.
Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
17010
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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.
6.98
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(iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting.
(A) Excavation in Hilly Areas in Ordinary Rock not requiring blasting by mechanical means including cutting and trimming of side slopes and disposal of cut materials with a lift upto 1.5 m and a lead upto 20 m as per Clause 1603.2
20336.2
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Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and technical specification Clause 1109.
(A) in 1:4 cement Mortar.
148.86
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Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
109.2
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AMC for 1st Year
3
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AMC for 5th Year
3
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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 deletirious material and disposal upto a lead of 50m, dressing of sides.
(ii) Ordinary rock (i) Upto 3m depth
4.59
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III. Hard rock (requiring blasting)
60.75
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Providing and fixing as per Guidelines:
Citizen Informatory Board
1
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Bedding for pipe.
Type-B (First class) bedding : Laying (First class) bedding of well compacted sand, moorum or approve granular materials as per clause1105 (ii)
15.13
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(iii) Girth above 900mm to 1800mm.
2
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Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11.
13.75
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Construction of earthen shoulder.
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
1663.2
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Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.
I. Granular material.
69.68
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Construction of Embankment with material obtained from Roadway cutting.
Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
1823.66
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Providing and laying parapet with pcc M15 as per drawing and technical specification clause 800 and 1208.4.
(i) Nominal mix 1:2.5:5(Hand Mixing)
10.34
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Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
16.5
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Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
0.28
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(ii) Girth above 600mm to 900mm.
2
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.
iii) 200m stone (precast)
12
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AMC for 4th Year
3
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(v) Excavation in Hilly Areas in Hard Rock requiring blasting by mechanical means.
(A) Excavation in Hilly Areas in Hard Rock requiring blasting by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2
5084.05
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Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
131.53
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Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.
(ii) 60cm equilateral Triangle
Right Hand Curve
4
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II. Ordinary rock (not requiring blasting)
(i) Upto 3m depth
243
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Granular Sub-Base with well graded material (Table 400.1)
(A) By Mix in Place Method.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
(i) For Grading I Material.
1299.38
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Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.
(ii) 60cm equilateral Triangle
Left Hand Curve
4
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Clearing and grubbing of road land.
Clearing and grubbing of road land including uprooting wild vegetation, grass, brushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
(I) By Manual means.
(B) In area of thorny Jungle.
4.5
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203.
II. Coursed rubble masonry.
(ii) In 1 : 4 cement mortar.
74.25
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Providing cement concrete M10 (1:3:6) in levelling course below open foundation of head wall as per drawing and technical specification clause 1109.
I. Pcc grade M10.
Nominal mix 1 : 3 : 6 (hand mixing)
23.85
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Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.I. Ordinary soil (upto 3m depth)
329.35
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(ii) Excavation in Hilly Areas in Soil by mechanical means.
(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
25420.24
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.
i) 5th kilometre stone (precast)
1
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AMC for 3rd Year
3
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Grove Conrete Road with provision of edge stone.
Construction of Groove concrete pavement, thickness as per design, over a prepared sub base, with concrete strength 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 spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of admixtures as approved, curing of concrete slabs for 14-days, including cutting of groove at 1 metre interval in both direction using concrete joint cutting machine.
945
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Providing and laying reinforce cement concrete in super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5.
II. RCC M25 grade.
5.33
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Providing and fixing as per Guidelines:
PMGSY Logo
6
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Compacting Original Ground.
(ii) 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 for subgrade construction as per Technical Specification Clause 303.5.2.
5103
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Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801.
(ii) 60cm equilateral Triangle
Falling Rocks
1
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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.
6.33
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703.
ii) Ordinary kilometre stone (precast)
3
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AMC for 2nd Year
3
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108.
II. Earth filling.
49.33
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I. Ordinary soil (upto 3m depth)
331.74
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
I. PCC Grade M10.
Nominal Mix 1 : 3 : 6 (hand mixing).
21.25
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