Public Works Roads Department Tender
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Costs
EMD
₹ 7,95,000Document Cost
₹ 7,950Tender Fee
Refer Documents
Summary
Sopd_g_24_25_03 (i) Rehabilitation Of Br.no. 1/1 (sadarghat Bridge) Over Barak River On Silchar Kumbhirgram Road At Ch.22.50m, (ii) Construction Of Rcc Cover Drain With Steel Grating In The Right Side Of Sreepalli Road (from Hailakandi Road Side) And
Description
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Contact
Tender Id
2024_PWD_38719_2Tender No
CE/DEV/TB/202/2024-25/02 Dtd. Guwahati, 22nd August, 2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.I By Manual Means,(a) Bituminous Courses
22.05
-
646.25
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsionnpressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
1470
-
15.59
... More
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materialsat site and laboratory as directed by the deptt.)I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)A With 60/70 or VG-30 grade bitumen,(ii) for Grading II (19 mm nominal size)
36.75
-
9195.58
... More
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.),I With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),A With 60/70 or VG-30 grade bitumen,(ii) for Grading II (13 mm nominal size)
14.4
-
10627.88
... More
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.I By Manual Means,(a) Bituminous Courses
20.7
-
646.25
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsionnpressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
1380
-
15.59
... More
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materialsat site and laboratory as directed by the deptt.)I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)A With 60/70 or VG-30 grade bitumen,(ii) for Grading II (19 mm nominal size)
34.5
-
9195.58
... More
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.),I With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),A With 60/70 or VG-30 grade bitumen,(ii) for Grading II (13 mm nominal size)
20.7
-
10627.88
... More
Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per clause 515 .( including carriage up to initial lead of 5.0 km from quarry.) (ii) Thickness=25mm(SADARGHAT BRIDGE PROPER+APPROACH(Ch. 0.00 m to Ch. 575.00 m)+Addl. length over Rotary
4687.5
-
869.12
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork,(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999,D PCC Grade M30,a Height upto 5m Case I Using concrete Mixer(Expansion Joint)
11.81
-
8752.98
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification
134.17
-
566.13
... More
Road Markers/Road Stud with Lens Reflector:Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
300
-
619.81
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
24845.31
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Supplying including installation, testing and commissioning of solar street light as per following specification and as directed by the department
10
-
68314.14
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.I By Manual Means,(c) Reinforced Cement Concrete
1.8
-
1270.81
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork,(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999,F RCC Grade M25 a Height upto 5m Case I Using concrete Mixer(Raising of Box Culvert Wall at Ch. 0.00 m)
14.4
-
8916.83
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.B RCC Grade M25 Case I Using Concrete Mixer (i) For solid slab super-structure a Height upto 5m
2.4
-
9964.35
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
2
-
70631.78
... More
Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days
20.25
-
7592.58
... More
(ii) Construction of RCC cover Drain with Steel Grating in the Right side of Sreepalli Road (from Hailakandi Road side) & Improvement of SH-39 from Ch.690.00m to Ch.770.00m,
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical Specification Clause 301.4
1275
-
7.35
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
195
-
3814.08
... More
Interlocking pavement block:Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.Including Edge block/ Edge restraints From ch-690.00m to 770.00m
1560
-
1161.07
... More
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.
2
-
7537.08
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1
1
-
24845.31
... More
RCC Cover Drain Construction work with steel grating
Dismantling of Structures
Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means
(c) Reinforced Cement Concrete
324.81
-
1270.8
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. In Ordinary soil (i) Upto 3 m depth
1632.15
-
127.68
... More
Providing Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone ( II). PCC Grade M15 Nominal mix 1:2.5:5.
157.95
-
5894.16
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/ Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.
44.39
-
63550.08
... More
Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. A. With crushed Stone IV R.C.C Grade M20 Nominal mix (1:2:4)
558.9
-
7072.9
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Backfilling of RCC Drain sides
371.42
-
339
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
405
-
134.7
... More
Providing steel R.S.Jst/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section
472.23
-
8177.36
... More
Utility shifting
0.81
-
33900
... More
(iii) Improvement of Berenga Kashipur Road (Old Lakhipur Road)
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
1062.45
-
116.05
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
225.06
-
258.21
... More
Maintenance of Earthen shoulder (filling with fresh selected soil)
1 Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
1250
-
83.28
... More
Tack Coat
i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
6000
-
11.19
... More
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.),I With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),A With 60/70 or VG-30 grade bitumen,(ii) for Grading II (13 mm nominal size)
225.62
-
11150.69
... More
Providing rumble strips 6 nos on each side of the road
15
-
393.13
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification
80
-
566.13
... More
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives
and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
200
-
287.02
... More
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
600 mm equilateral triangle
2
-
3933.19
... More
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
800mm x 600mm rectangular
2
-
7537.1
... More
(iv) Reconstruction of settled & eroded stretch at Sinking Zone, Shivbari Road during pre construction period of Elevated road
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
2256.71
-
258.21
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Length= 776.00m Private Land
555.19
-
339.68
... More
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Clause 401. I) For Grading I Material For levelling of settled stretch
336
-
2496.7
... More
Water Bound Macadam Sub-base/base
WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
264
-
4059.54
... More
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-
132
-
4091.65
... More
(v) Construction of RCC Bridge (Br. No. 1/1 over river Mazirkhal on Ujangram Buribail Ferrighat Road
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.(i) By Manual Means,(A) In area of non-thorny jungle
0.13
-
52995.08
... More
Construction of Embankment with materials obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead upto 1000 m as per Technical Specification 301.5
2473.15
-
258.21
... More
Construction of Sub-grade and Earthen shoulder with approved materials 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 with lead upto 1000 m as per Technical Specification Clause 303.1 i) Private land
448.39
-
339.68
... More
Construction of Granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
(I) For Grading - II Material
84.48
-
2443.4
... More
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 roller 80-100 KN static roller in stages to proper grade and camber, applying and bromming,crushable screening to fill up the Interstices of coarse aggregates, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405
A) By manual means,WBM 2
42.24
-
4159.21
... More
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 roller 80-100 KN static roller in stages to proper grade and camber, applying and bromming,crushable screening to fill up the Interstices of coarse aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
A) By manual means,WBM 3
42.24
-
4189.32
... More
Inter locking concrete Block pavement Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
Including Edge block/ Edge restraints
563.23
-
1161.08
... More
(B) Bridge Proper ,Other works and Road Furniture
'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 In Ordinary Soil
B Mechanical Means
(ii) With dewatering
Depth upto 3 m
338.85
-
106.22
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as pe drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
28.87
-
64120.71
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000mm)
226.4
-
11495.49
... More
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test.
204
-
372.9
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical pecification.Without plasticiser (b) RCC Grade M25 (i) Using Concrete Mixer
111.64
-
7469.3
... More
Leveling Course for Pile Cap,M-15
6.84
-
5821.76
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
6.43
-
64274.38
... More
Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification and steel shuttering formwork
N) Without Plasticiser F) RCC Grade M-25, (a) Height up to 5.00 M , Case-I, Using Concrete Mixture
83.84
-
7939.38
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
73785.6
-
1.37
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent
7.68
-
70631.78
... More
Furnishing and placing Reinforced/Prestressed cement concrete in Superstructure as per Drawing and Technical Specification N) Without Plasticiser D RCC/PSC Grade M35 Case 1 Using concrete mixer.
(ii) For T-beam & slab
a Height upto 5m
43.21
-
9108.93
... More
Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the gap with special adhesive binder to cater for a horizontal movement up to 40mm and vertical movement of 3mm.
15
-
14338.57
... More
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurenceof vertical RCC post not to exceed1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications.
41.7
-
1985.41
... More
Drainage Spouts complete as per drawing and Technical specification
8
-
9075.03
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
7.35
-
13358.86
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
10.99
-
5959.62
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
16.49
-
12616.45
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material
141.97
-
1498.37
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GIwire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
240
-
2780.59
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
86.4
-
2049.37
... More
Providing and laying Pitching on slopes laid over prepared filter mediaincludingboulderapronlaiddry in front of toe of embankment complete as per drawing and Technical specifications (A) Stone/Boulder
43.2
-
1860.88
... More
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
600 mm equilateral triangle
2
-
3933.19
... More
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
800mm x 600mm rectangular
1
-
7537.12
... More
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
600 mm circular
2
-
5345.8
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
24845.31
... More
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
40
-
1324.36
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