Public Works Department Tender
View complete overview of Nagaland PWD Tender
Costs
EMD
₹ 9,47,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_NPWD_373_1Bid Award Id
ViewTender No
CE/RnB/SASCE/LONGCHINGTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://npwd.nagaland.gov.in/
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Documents
BOQ Items
Excavation in hill area in ordinary rock by mechanical means not requiring blasting (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of side slopes and disposal of cut materials with all lifts and lead upto 1000 metres)
19183.88
-
318
Construction of unlined surface drain of average cross sectional area 0.40 sq.m to specified lines, grades, levels and dimensions (By Mechanical Means).In Soil
7750
-
72
In Ordinary Rock
4250
-
146
Granular Sub-base with Coarse Graded Material (Construction of granular sub-base by providing coarsegraded material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting it with vibratory roller to achieve the desired density, complete
6750
-
3861
WBM G-2 by Manual means Providing , laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 tones in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 2 as per specification
3543.75
-
4318
WBM G-3 by Manual means Providing , laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 tones in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 3 as per specification
1919.51
-
4106
Cross drainage
-
-
-
Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)
25594
-
34.1
Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
25594
-
12.2
Open-Graded Premix Surfacing (Providing, laying and laying of Open graded premix surfacing of 20mm thickness)
25594
-
197
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall)
25594
-
68
HUMEPIPE CULVERT
-
-
-
Earthwork in excavation for foundation of Abutment and Return Wall in bed, etc.
356.16
-
239
PCC M 10 (mix 1:3:6) below foundation of head walls.
22.54
-
8377
Coursed rubble masonry work in CM 1:3
310.24
-
9475
Ashlar masonry work (first sort) in CM 1:3 in parapet.
15.82
-
11666
PCC M-15 (mix 1:2:4) Concrete Cradle Bedding.
46.48
-
9375
Laying RCC NP3 Hume Pipe on First Class Bedding in single row. Using 1000 mm diameter.
105
-
13892.29
Back filling in foundation trenches (Granular Material).
199.78
-
3042
Excavation of earth for catch pit.
52.36
-
239
PCC M 10 in catch pit.
4.06
-
8377
Coursed rubble masonry work in CM 1:3 in side walls of catch pit.
63
-
9475
Excavation of earth for apron and guide walls.
9.8
-
239
Random rubble masonry work in CM 1:3 in flooring laid over cement concrete bedding. In apron and guide walls.
10.36
-
9100
RCC SLAB 1.5
-
-
-
Earthwork in excavation for foundation of Abutment and Return Wall in bed, etc.
223.24
-
186
PCC M 10 (mix 1:3:6) in abutment and return wall.
15.68
-
8317
Random rubble masonry work in CM 1:3 in foundation and return wall.
117.48
-
9100
Coursed Rubble Masonry (first sort) in CM 1:3 in sub structure of abutment & return wall.
116.64
-
9475
PCC M 15 (mix 1:2:4) in abutment cap and return cap.
11.88
-
9375
RCC in super structure 1:2:4 (Height up to 5 m).
9.52
-
11720
Supplying, fitting & placing TMT bar reinforcement in superstructure (slabs).
1.32
-
76056
Ashlar masonry work in CM 1:3 in slab deck.
4.52
-
11666
Back filling in foundation trenches (Granular material).
176.68
-
3352
Laying boulder apron for bed protection.
9.72
-
4367
RCC SLAB 3m
-
-
-
Earthwork in excavation for foundation of Abutment and Return Wall in bed, etc.
69.07
-
186
PCC M 10 (mix 1:3:6) in abutment & return wall.
4.23
-
8317
Random rubble masonry work in CM 1:3 in foundation and return wall.
37.04
-
9100
Coursed Rubble Masonry (first sort) in CM 1:3 in sub structure of abutment & return wall.
29.89
-
9475
PCC M 15 (mix 1:2:4) in abutment cap and return cap.
3.36
-
9375
RCC in super structure 1:2:4 (Height up to 5 m).
5.83
-
11720
Supplying, fitting & placing TMT bar reinforcement in superstructure (slabs).
0.67
-
76056
Ashlar masonry work in CM 1:3 in slab deck.
1.13
-
11666
Back filling in foundation trenches (Granular material).
59.21
-
3352
Laying boulder apron for bed protection.
4.86
-
4367
Protection Works
-
-
-
Earthwork in excavation offoundation structure as per drawing and technical specification. In soil
190.08
-
425
PCC 1:3:6 in foundation mix with crushed stone aggregate 40 mm nomonal size.
67.76
-
8377
Stone masonry work in CM 1:3 for substructure complete as per drawing and technical specification, Random Rubble masonry
249.92
-
9137
Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laydown in clause 2504.2.2 of MoRTH specifications to a thickness not less than 600mm with smaller size towards the soil and bigger size towards the retaining walls .
116.16
-
3352
Back filling bihind abutment, wing wall and return wall as per drawing and technical specifications.
137.62
-
3042
Providing weep holes in abutment, wing wall and return wall with 100mm dia AC pipe, extending through the full width of the structure with slopes 1V :20H towards drawing force. Complete as per drawing and technical specifications
44
-
737
Sub-Total
1
-
1
Work value after deducting 5% of Contract W/Tax
1
-
1
Add 12% GST
1
-
1
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