Public Works Department Tender
View complete overview of Mizoram PWD Tender
Costs
EMD
₹ 3,41,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_MZPWD_61888_3Bid Award Id
ViewTender No
35/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.mizoram.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
(iii) Girth above 900mm to 1800mm.
20
-
-
... More
(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
26277.57
-
-
... More
(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
21022.06
-
-
... More
(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
5255.51
-
-
... More
Construction of unlined side drain.
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.
(i) Upto 3m depth.
202.5
-
-
... More
II. Ordinary rock (not requiring blasting)
(i) Upto 3m depth
162
-
-
... More
III. Hard rock (requiring blasting)
40.5
-
-
... More
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.
3402
-
-
... More
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
11340
-
-
... More
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.
866.25
-
-
... More
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.
630
-
-
... More
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.
1108.8
-
-
... More
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)
1464.79
-
-
... More
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).
96.94
-
-
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.
II. Course rubble masonry (2nd sort).
(iii) in cement mortar 1 : 5.
845.71
-
-
... More
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
197.4
-
-
... More
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.
28.4
-
-
... More
Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
305.68
-
-
... More
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.
56
-
-
... More
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)
132.7
-
-
... More
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)
9.54
-
-
... More
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.
59.54
-
-
... More
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)
6.05
-
-
... More
Providing and laying RCC Pipe NP3 for Culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work etc.
15
-
-
... More
Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.
I. Granular material.
139.41
-
-
... More
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108.
II. Earth filling.
19.73
-
-
... More
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.
2.53
-
-
... More
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
6.6
-
-
... More
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.
39.82
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
2.25
-
-
... More
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.
222.75
-
-
... More
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
8.1
-
-
... More
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)
18.24
-
-
... More
Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204
93.48
-
-
... More
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
-
-
... More
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)
2
-
-
... More
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)
8
-
-
... More
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
-
-
... More
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
10
-
-
... More
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
10
-
-
... More
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
School
1
-
-
... More
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
-
-
... More
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
0.81
-
-
... More
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
0.38
-
-
... More
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
0.81
-
-
... More
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
0.18
-
-
... More
Providing and fixing as per Guidelines:
PMGSY Logo
2
-
-
... More
Providing and fixing as per Guidelines:
Title Informatory Board
2
-
-
... More
Providing and fixing as per Guidelines:
Citizen Informatory Board
1
-
-
... More
Deduct for re-useable Hard Rock at 15% of excavated hard rock
788.33
-
-
... More
AMC for 1st Year
2
-
-
... More
AMC for 2nd Year
2
-
-
... More
AMC for 3rd Year
2
-
-
... More
AMC for 4th Year
2
-
-
... More
AMC for 5th Year
2
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements