Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Mar 2024
Closing Date7 Mar 2024
Tender Amount₹ 1,92,90,046
Costs
EMD
₹ 1,93,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1756_1Bid Award Id
ViewTender No
BD/e-NIT/RE/2023-24/10Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
3398.34
-
-
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.
a) Hard soil & Ordinary Road
14184.58
-
-
b) Hard Rock
3119.68
-
-
SH : RCC SLAB CULVERT 1.50 MTR. SPAN.
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I. Ordinary Soil
A. Manual Means
(i) upto 3 m depth
99.4
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
18.92
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
a. Random rubble masonry
50.58
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
B. PCC Grade M20
(p) Height upto 5m
8.12
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A. Granular material
4.26
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification.
64
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.
A. RCC Grade M20.
Case - I : Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m
3.4
-
-
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.79
-
-
SH : CC DRAIN
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I. Ordinary soil
A. Manual Means
(i) upto 3 m depth
972
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
445.5
-
-
12 mm Cement plaster in 1: 4 ( 1 Cement : 4 Fine sand )
2862
-
-
SH : R/WALL AND B/WALL.
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I. Ordinary soil
A. Manual Means
(i) upto 3 m depth
91.44
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
15
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
A) Random Rubble Masonry
210.13
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material
93.75
-
-
15 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
118
-
-
SH : GSB
-
-
-
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
6825
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-
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
6825
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-
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
for grading- I Material
682.5
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-
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