Public Works Department Tender
View complete overview of Mizoram PWD Tender
Costs
EMD
₹ 36,50,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Upgradation And Maintenance Of Diltlang To Chawngte P Road
Description
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Contact
Tender Id
2024_MZPWD_135995_1Bid Award Id
ViewTender No
1/RET3/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.mizoram.gov.in
GEM & Bid Advisory Services
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BOQ Items
(iii) Girth above 900mm to 1800mm.
50
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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
30.1
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(2) Construction of back pillar as per Fig 1600.1 (c) as per drawing and technical specification clause 1602.3
30.1
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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
96520.54
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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
108108.18
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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
14666.75
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Credit for excavated hard rock suitable for use @ 50%
2200.01
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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
2593.62
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-
II. Ordinary rock (not requiring blasting) (i) Upto 3m depth
2905.07
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III. Hard rock (requiring blasting)
394.07
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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.
4878
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Scarifying Existing Bituminous Surface
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.
36585
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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(Widenning)
2960.63
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Water Bound Macadam 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. Existing BT 3.75m and BT 3.00
2320.86
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Water Bound Macadam with Crushable Screenings
(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 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.
6658.71
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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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
69359.06
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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 surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
69359.06
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Mix Seal Surfacing:
Providing, laying and rolling of close-graded premix surfacing material (Hot 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 (Hot Mix)
69359.06
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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 compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
4069.07
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Construction of un-reinforced panelled concrete pavement as per design,thickness as per design,Over a prepared sub base,eith concrete strength M30(Grade),Coarse and fine aggregates conforming to IS:383,maximum size of coarse and fine aggregates not exceeding 25mm mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork spreading the concrete with shovel, rakes,compacted using needle,screed and plate vibrators and finished in continuouse opereation including provision of admixtures approved,curing of concrete slabs for 14-days,including cutting of groove at 1 meter interval in both direction using concrete joint cutting machine.
4527.47
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Road marking paint Painting lines, dashes, arrows, etc. on roads in two coats on old 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 Side line and zebra crossing
5812.95
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RETAINING 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 (i) Upto 3m depth
2831.32
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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)
283.58
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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
3718.31
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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
2166.6
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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
156.34
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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
1542.44
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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
307.75
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HP CULVERT
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)
5159.39
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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)
327.62
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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
2048.72
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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)
305.72
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-
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.
670
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-
Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification I. Granular
735.79
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 II. Earth fillingmaterial
996.82
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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
84.82
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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
839.18
-
-
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
221.1
-
-
Slab Culvert
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)
3023.59
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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
217.37
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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
1622.73
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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
124.8
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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.
7.02
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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
367.11
-
-
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
38.47
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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
380.76
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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
76
-
-
Line Side Drain
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
340.31
-
-
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
340.31
-
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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
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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)
60.8
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-
Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204
312
-
-
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)
7
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ii) Ordinary kilometre stone (precast)
23
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-
iii) 200m stone (precast)
117
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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.
291
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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 )
41.12
-
-
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
2
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Right/Left hand curve
125
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-
School
1
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Men at work
2
-
-
Falling rocks
2
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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 Destination sign
1.62
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-
Place identification sign
0.75
-
-
Advance direction sign
1.62
-
-
Direction sign
0.36
-
-
PMGSY LOGO
15
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-
Title informatory board
2
-
-
Citizen informatory board
1
-
-
AMC for 1st Year
29.1
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-
AMC for 2nd Year
29.1
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-
AMC for 3rd Year
29.1
-
-
AMC for 4th Year
29.1
-
-
AMC for 5th Year
29.1
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-
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