Public Works Department Tender
View complete overview of Mizoram PWD Tender
Costs
EMD
₹ 3,85,524Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MZPWD_133728_1Bid Award Id
ViewTender No
9/MiRRDA/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.mizoram.gov.in
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Documents
BOQ Items
(iii) Girth above 900mm to 1800mm.
6
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Setting out
(1) Construction of reference pillar as per Fig 1600.1 (b) as per drawing and technical specification clause 1602.1
7.12
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(2) Construction of back pillar as per Fig 1600.1 (c) as per drawing and technical specification clause 1602.3
7.12
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-
(3) Construction of Job pillar as per Fig 1600.1 (d) as per drawing and technical specification clause 1602.4
2
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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
3649.5
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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
884.98
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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
1683.78
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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
(i) Upto 3m depth
191.89
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-
II. Ordinary rock (not requiring blasting)
(i) Upto 3m depth
642.41
-
-
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 I. ordinary Soil (i) Upto 3m depth
148.5
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203. II. Course Rublle masonry
148.8
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REAINING WALL
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)
138.38
-
-
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)
13.84
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-
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
288.53
-
-
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
135
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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
-
-
Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
1.25
-
-
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
11.25
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SLAB CULVERT TYPE-I
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)
272.64
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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. II. PCC grade M15
(ii) Nominal mix 1:2.5:5
14.04
-
-
Stone Masonry Work in cement mortar for sub-structure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204. II. Course rubble masonry ( 2nd sort)
(ii) in cement mortar 1:4
153.87
-
-
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
6.36
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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.
0.04
-
-
Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 I. Granular material
40.38
-
-
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
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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 Parapets
25.05
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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
Between parapet walls
5
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-
SLAB CULVERT TYPE-II
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)
339.69
-
-
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. II. PCC grade M15
(ii) Nominal mix 1:2.5:5
17.32
-
-
Stone Masonry Work in cement mortar for sub-structure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204. II. Course rubble masonry ( 2nd sort)
(ii) in cement mortar 1:4
211.61
-
-
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
6.36
-
-
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
0.04
-
-
Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 I. Granular material
50.83
-
-
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
3.29
-
-
Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 Parapets
32.56
-
-
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
Between parapet walls
6.5
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PAVEMENT
Compacting original groud
(ii) Compacting original ground supporting grounds 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.
2892.78
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Scarifying existing bituminous surface to a depth of 150mm by mechanical means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
16071
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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.
99
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-
Water Bound Mcacadam with crushable Screenings
(2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (A) By manual means
(3) WBM Gradng 3
1205.33
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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
1205.33
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-
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.
3535.62
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Prime Coat 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- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. (ii) Medium porosity
16071
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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.
16071
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-
Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material (Cold mix) of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical means
Type A
I. Bitumen (S-90)
16071
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-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1.84
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-
Traffic signs and Road Safety Measues
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) Ordinay kilometre stone ( precast)
ii) 200m stone ( precast)
5
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-
ii) 200m stone (precast)
29
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-
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification clause 1704.
59
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-
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and Technical specification clause 1701. ( For boundary pillars )
8.34
-
-
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
82
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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 alluminium sheeting 2mm thick with area not exceeding 0.9sqm supported on
1.98
-
-
Parapets
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
27
-
-
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)
60.75
-
-
Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204
311.5
-
-
PMGSY logos
3
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Tile information
2
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-
Citizen information
1
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AMC for 1st Year
6.12
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-
AMC for 2nd Year
6.12
-
-
AMC for 3rd Year
6.12
-
-
AMC for 4th Year
6.12
-
-
AMC for 5th Year
6.12
-
-
Evaluation Notes How It Works ?
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