Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date10 Jul 2019
Closing Date24 Jul 2019
Tender Amount₹ 25,68,00,000
Costs
EMD
₹ 35,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Road Hayuliang To Manchal Co Hq Along Left Bank Of Lohit River (30.90 Km) Ph I In Anjaw District, (chainage 0.00 To 10.19 Km)
Description
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Contact
Tender Id
2019_PWDAP_234_1Bid Award Id
ViewTender No
HLG/NIT/2019-20/01Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
A) Mechanised
32523.07
-
-
RCC Slab Culvert 1.50 m Span–1.50 m height
-
-
-
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.
A) Ordinary rock (not requiring blasting)
I) Manual Means
i) Depth up to 3m
1394
-
-
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
352.6
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
A) Random Rubble Masonry
1056.2
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per drawing and technical specifications
A) RCC Grade M20
I) Using Concrete Mixer
18.8
-
-
Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and technical specification A) RCC Grade M20
I) Using Concrete Mixer
i) Height up to 5 m
41
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.4
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
A) Granular Material
331.2
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AP pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications
640
-
-
RCC Slab Culvert 2m Span – 2m height
-
-
-
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.
A) Ordinary rock (not requiring blasting)
I) Manual Means
i) Depth up to 3m
1593.24
-
-
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
408.51
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
A) Random Rubble Masonry
1391.11
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per drawing and technical specifications
A) RCC Grade M20
I) Using Concrete Mixer
17.17
-
-
Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and technical specification A) RCC Grade M20
I) Using Concrete Mixer
i) Height up to 5 m
66.3
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
12.07
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
A) Granular Material
587.52
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AP pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications
544
-
-
RCC Slab Culvert 4m Span – 4m height
-
-
-
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.
A) Ordinary rock (not requiring blasting)
I) Manual Means
i) Depth up to 3m
1093.44
-
-
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
283.92
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
A) Random Rubble Masonry
1414.16
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per drawing and technical specifications
A) RCC Grade M20
I) Using Concrete Mixer
10.96
-
-
Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and technical specification A) RCC Grade M20
I) Using Concrete Mixer
i) Height up to 5 m
81.68
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.76
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
A) Granular Material
440.64
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AP pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications
256
-
-
RCC Slab Culvert 6m Span – 4m height
-
-
-
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.
A) Ordinary rock (not requiring blasting)
I) Manual Means
i) Depth up to 3m
777.75
-
-
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
202.8
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
A) Random Rubble Masonry
1246.5
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per drawing and technical specifications
A) RCC Grade M20
I) Using Concrete Mixer
7.75
-
-
Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and technical specification A) RCC Grade M20
I) Using Concrete Mixer
i) Height up to 5 m
79.8
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
12.7
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
A) Granular Material
275.4
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AP 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
-
-
Retaining Wall for 3.00 mtr height
-
-
-
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.)
A) Ordinary Soil
I) Manual Means
i) Depth up to 3m
306.25
-
-
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.)
119.75
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
A) Random Rubble Masonry
917.25
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
167.5
-
-
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
250
-
-
Retaining Wall for 4.00 mtr height
-
-
-
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.)
A) Ordinary Soil
I) Manual Means
i) Depth up to 3m
138.9
-
-
B) Ordinary rock (not requiring blasting)
I) Manual Means
i) Depth up to 3m
138.9
-
-
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.)
51.9
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
A) Random Rubble Masonry
537.6
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
82.5
-
-
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
120
-
-
Breast Wall 3.30m height
-
-
-
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.)
A) Ordinary Soil
I) Manual Means
i) Depth up to 3m
496.8
-
-
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.)
40.5
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
A) Random Rubble Masonry
630.15
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
100.5
-
-
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
120
-
-
Pavement
(SW : GSB)
-
-
-
Preparation of sub grade (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.)
42435.7
-
-
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.
42435.7
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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)
i) for grading-I Material
4243.57
-
-
(SW: WBM-II)
-
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
A) By Manual Means
I) Grading- II (Using Screening Crushable type such as Moorum or Gravel)
i) Using Screening Type-B (11.2mm Agg.)
2947
-
-
(SW: WBM-III)
-
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
A) By Manual Means
I) Grading- III (Using Screening Crushable type such as Moorum or Gravel)
i) Using Screening Type-B (11.2mm Agg.)
2947
-
-
(SW: Black Topping)
-
-
-
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.)
39292.31
-
-
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.
39292.31
-
-
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
A) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
39292.31
-
-
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
A) Case - I : Type A
39292.31
-
-
Bridge-1 No. (35.00 Mtr Span) at Ch. 1.080 Km
-
-
-
Structral design of foundation, abutment and superstructure for RCC bridge 70-R loading two lane & without footpath i/csubmission of design note,working drawing ,bill of quantities etc as per direction of Engg. in-charge.
1
-
-
Mobilisation of boaring and drilling equipments for 150 mm dia bore holes i/c necessary tools & plants and workers and supervision personel and demobilization of the same after complete of field work.
1
-
-
Boaring nominal 2 nos 150mm diameter holes through all types of soil i/c collection of soil samples.
100
-
-
Drilling through rock of all depths using rotary drilling equipments using diamond bit i/c recovery of cores and provision of core boxes .
20
-
-
Condicting crushing strength test of rock i/c all leboratry tests.
4
-
-
Preparation and submission of report i/c graf chart tables and bearing capacity of soil and rock i/c suitable recommendation of types of foundation etc.
2
-
-
SW: FOUNDATION
-
-
-
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
(iii) Above 6 m depth
737.75
-
-
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.)
11.18
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
(i) RCC Grade M25 Using concrete Mixer
121.23
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
6.43
-
-
SW: SUB-STRUCTUTRE
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
(i) RCC Grade M25 Using concrete Mixer (height upto 5m)
148.52
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications
21.18
-
-
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
184
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular Materials
270.31
-
-
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.
118.87
-
-
Supplying, fitting and fixing in position true to line and level POT- PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
690
-
-
SW: SUPER-STRUCTURE
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.
For Solid Slab Superstructure.
(i) PSC Grade M40 Using concrete Mixer Height 5m to 10m.
71.12
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
7.02
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
9.96
-
-
Drainage Spouts complete as per drawing and Technical specification.
14
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.
10.88
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.66
-
-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
11
-
-
Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates, stringer, stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc. complete as per specification and as directed by the Engineer-in-Charge (Carriage cost from fabricator work shop to actual bridge site will be paid seperately).COMPOSITE BRIDGE Upto 40m single span or in Multiples
86.86
-
-
Taking delivery of fabricated steelwork from stacks at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling supply of all fasterners. Painting of all exposed surfaces of steelwork after erection with one coat of red lead confirming to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineerin-Charge COMPOSITE BRIDGE Upto 40m single span or in Multiples
86.86
-
-
[SH: Approach Road to Bridge]
-
-
-
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
1069.31
-
-
Preparation of sub grade (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.)
348
-
-
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.
348
-
-
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, ng by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (i) for grading- I Material
52
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
A) By Manual Means
I) Grading- II (a) Using Screening Type-B (11.2mm Agg.)
24.75
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
A) By Manual Means
I) Grading- III (a) Using Screening Type-B (11.2mm Agg.)
24.75
-
-
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.)
330
-
-
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.
330
-
-
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
A) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
330
-
-
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
A) Case - I : Type A
330
-
-
[SH: Protection Wall to Approach Road]
-
-
-
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.)
B) Ordinary rock (not requiring blasting)
I) Manual Means
i) Depth up to 3m
328.32
-
-
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.)
37.08
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
A) Random Rubble Masonry
578.52
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
75
-
-
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
120
-
-
[SH: Pucca Drain]
-
-
-
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.
4439.3
-
-
Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
493.26
-
-
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
1431.41
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
14159.32
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
9691.01
-
-
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