Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date9 Feb 2024
Closing Date15 Feb 2024
Tender Amount₹ 1,97,10,182
Costs
EMD
₹ 1,97,102Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1660_1Bid Award Id
ViewTender No
RUM/Works/NHM/NIT/2023-24/Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
GEM & Bid Advisory Services
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BOQ Items
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
-
-
-
1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
99.9
-
100
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
-
-
-
1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
34.59
-
100
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
-
-
-
1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
63.75
-
100
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
-
-
-
a) Foundations and plinth
41.31
-
100
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
Cold twisted bars.
6623.38
-
100
Centering and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
760.05
-
100
b) Column, pillars, posts and struts etc.
553.5
-
100
c) Lintels, beams, girders, bressumers and cantilevers etc.
765
-
100
Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.
172.13
-
100
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
2295
-
100
Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
295.7
-
100
Gate with RCC Post (Big)
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
3.07
-
100
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
0.58
-
100
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
-
-
-
1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
0.65
-
100
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
-
-
-
1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
1.22
-
100
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
Cold twisted bars.
147.93
-
100
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
20.52
-
100
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
16.2
-
100
Providing and fixing MS grills of required pattern in angle frames of gate etc with MS flat, square or round bars with round headed bolts and nuts or by screws.
-
-
-
Ornamental Grill
1896.75
-
100
Gate with RCC Post (Small)
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
1.6
-
100
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
0.3
-
100
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
-
-
-
1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
0.22
-
100
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
-
-
-
1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
0.72
-
100
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
Cold twisted bars.
94.8
-
100
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
17.28
-
100
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
14.4
-
100
Providing and fixing MS grills of required pattern in angle frames of gate etc with MS flat, square or round bars with round headed bolts and nuts or by screws.
-
-
-
Ornamental Grill
535.66
-
100
Cattle Trap
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
3.5
-
100
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
1.5
-
100
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.
0.9
-
100
Centering and shuttering including strutting proping etc. and removal of form work for:
-
-
-
(b) Walls including attached buttresses, pilasters etc.
0.63
-
100
Providing and fixing MS grills of required pattern in angle frames of gate etc with MS flat, square or round bars with round headed bolts and nuts or by screws.
-
-
-
Ornamental Grill
268.8
-
100
RCC Protection Wall
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
35.7
-
100
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.
7.65
-
100
Centering and shuttering including strutting proping etc. and removal of form work for:
-
-
-
a) Foundations and plinth.
25.68
-
100
(b) Walls including attached buttresses, pilasters etc.
426.75
-
100
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
PCC Grade M15
12.75
-
100
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M20
74.38
-
100
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
5270.9
-
100
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
240
-
100
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
195.5
-
100
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
A Sandy material
255
-
100
PCC Wall
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
3.6
-
100
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
1.08
-
100
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.
4.2
-
100
Centering and shuttering including strutting proping etc. and removal of form work for:
-
-
-
a) Foundations and plinth.
3.9
-
100
(b) Walls including attached buttresses, pilasters etc.
24.7
-
100
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
12
-
100
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
14.4
-
100
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
A Sandy material
18
-
100
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