Public Works Department Tender
View complete overview of Mizoram PWD Tender
Costs
EMD
₹ 10,95,594Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Upgradation And Maintenance Of Hlimen To Samtlang To Lungleng
Description
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Contact
Tender Id
2024_MZPWD_136284_1Bid Award Id
ViewTender No
2/RET4/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.mizoram.gov.in
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Documents
BOQ Items
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Tile information
2
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Direction sign
0.36
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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)
4
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AMC for 5th Year
15.14
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(ii) Girth above 600mm to 900mm.
7
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iii) 200m stone (precast)
61
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Construction of earthen shoulder.
Construction of subgrade and earthen shoulder with lead upto 1000m as per technical specification clause 303.1.
12718.43
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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 material as per technical specification clause 201.
(I) By Manual means. (B) In area of thorny Jungle.
22.67
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Providing and laying C.C 1:3:6 for Foundation as per Clause 802,803,1202,1203. (M10) Hand mixing
51.81
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ii) Ordinary kilometre stone (precast)
12
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III. Hard rock (requiring blasting)
825.39
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AMC for 1st Year
15.14
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AMC for 4th Year
15.14
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Providing PCC M20 Architechtural coping on the top of R/Wall as per drawing and Technical Specifications clause 615,710,1204.3.11
58
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School
2
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Scarifying Existing Bituminous Surface to a Depth of 150 mm 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.
49876.2
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Stone masonry in cement mortar 1:3 for Parapet complete as per drawing and Technical Specifications clause 700 and 1208.4
I. Random Rubble masonry.
29.46
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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
6128.05
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Deduct reuseable hard rock @ 15 %
123.8
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Stone masonry work in cement mortar 1:5 for substructure complete as per drawing and Technical Specifications clause 702,704, 1202 and 1204.
B. Coursed rubble masonry (2nd sort)
631.69
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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 , as per Technical Specification Clause 509. B. By Mechanical Means Type A
(I) Emulsion
49876.2
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Plastering with Cement mortar 1:4 15mm thick on stone works as per drawing and technical Specifications clause 613.4 and1204.
290.7
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Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204
1.56
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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. Ordinary rock (not requiring blasting)
(i) Upto 3m depth
1031.33
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Construction of unlined side drain
Total length = 14114.00 m
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
1765.56
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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.
151
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Falling Rocks
2
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AMC for 3rd Year
15.14
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Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, etc
(ii) Ordinary rock (i) Upto 3m depth
16.2
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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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Water Bound Macadam with Screenings (2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, Grading 2 as per Technical Specification Clause 405.
(A) By manual means.
4862.93
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Providing and laying filter media with Granular crushed Aggregates as per drawing and Technical Specifications clause 1204 3.8
379.6
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PMGSY logos
7
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AMC for 2nd Year
15.14
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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
5052.39
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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.
9
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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
3
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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 )
21.34
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(iii) Girth above 900mm to 1800mm.
5
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(2) Construction of back pillar as per Fig 1600.1 (c) as per drawing and technical specification clause 1602.3
16.11
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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.
49876.2
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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 three wheel 80-100 kN static roller, Grading 3 as per Technical Specification Clause 405.
(A) Manual means
4862.93
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Stone masonry work in Cement mortar 1:4 II.coursed Rubble masonry for Lined Side Drain.
1000
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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 as per Technical Specification Clause 503.
49876.2
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(iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting.
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
6312.8
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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
16.11
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Advance direction sign
1.62
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Place identification sign
0.75
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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)
36.45
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