Public Works Roads Department Tender
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Costs
EMD
₹ 4,89,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Package No.-asrip/a/ri-6, Improvement And Upgradation Of Road Moran Naharkatia Road (deesang Kinar Bangali To Kathalguri)
Description
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Contact
Tender Id
2021_PWRD_22189_3Bid Award Id
ViewTender No
CE/ASRIP/12/2021/3Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications Clause No.201)
d) Girth above 1800 mm
4
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth from 300 mm to 600 mm
801
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth from 600 mm to 900 mm
693
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth from 900 mm to 1800 mm
435
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Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth above 1800 mm
166
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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 roots of trees cut earlier and disposal of unserviceable materials, stacking of serviceable material to be used as directed by Engineer as per technical specification Clause No.201)
26.14
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials to shown location, stacking serviceable and unserviceable materials separately, By mechanical means as per Technical specification clause No 202.)
Bituminous courses
3601.42
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and taking dismantled materials to construction camp, stacking serviceable and unserviceable materials separately for re-use as per additional Technical specification A-3, By mechanical means.as per drawing and technical specification)
Granular courses
14745.33
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Dismantling of Structures (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 lift and lead as per Technical specification Clause No.202 Cement Concrete (PCC and RCC) (M-15 & M-20)
2260.91
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, prestressed concrete, wood work, steel work, including Pools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)
Cement Concrete (RCC Above M-20)
162
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Dismantling of Structures (Dismantling Brick / Tile work / Stone Masonry in lime mortar including Pools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)
324
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Dismantling of Structures (Dismantling Brick / Tile work / Stone Masonry in cement mortar including Pools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)
756
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Dismantling of Structures (Dismantling Brick / Tile work / Stone Masonry in mud mortar including Pools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)
756
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Removing all type of Hume pipe culverts upto 600mm diametre including masonry works and stacking pipes at location shown by Engineer as per technical Specifications clause 202
20
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Removing all type of Hume pipe culverts above 600 to 900mm diametre including masonry works and stacking pipes at location shown by Engineer as per technical Specifications clause 202
628
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Removing all type of Hume pipe culverts above 900mm diametre including masonry works and stacking pipes at location shown by Engineer as per technical Specifications clause 202
153
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Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of
pit as per technical specification clause 202.3.) 5th KM stone
1
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Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of
pit as per technical specification clause 202.3) Ordinary KM Stone
8
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Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of
pit as per technical specification clause 202.3) Hectometre Stone/200-M stone
25
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Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Clause.301.3 technical specification)
302250.26
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Excavation in Ordinary Rock using Hydraulic Excavator and Tippers within all lifts and leads. (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lift and lead, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections as per technical specification Clause .301.3)
3258.12
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Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with in all lifts and lead, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, as per technical specification Clause .301.3)
3258.12
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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 requirements of Technical specifications Clause No.305
1170722.28
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Construction of Embankment with materials deposited from roadway cutting (Construction of embankment with approved Material Deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 and as per technical specification Clause 305).
244358.86
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Construction of Subgrade/Earthen Shoulders (Construction of sub-grade, Median and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 and Technical specification Clause 305 and 408)
69108.81
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Compacting original ground supporting sub-grade
(Loosening and Recompacting of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. As per technical specification Clause 305)
128382.15
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Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (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 Technical specifications clause 401)
(I) For Grading V Material
68291.68
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Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road (Table:- 400- 1) ( Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter 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 and Table 400-2 of Technical Specification and clause No. 401)
(i)For Grading V Material
8847.2
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate as per Technical specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Technical specification clause No.406)
73146.03
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Prime Coat Providing and applying primer coat as per Technical specification clause 502 with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineer.
286869
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Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
286855.52
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Dense Bituminous Macadam
Providing and laying dense bituminous macadam Grading II (19mm nominal aggregate size) using VG 30 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause .505 .
21621.17
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Bituminous Concrete
Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1
11296.77
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Drain
Excavation in Soil for Structures using Hydraulic Excavator Tippers with disposal all lead and lifts. (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,backfilling the excavated earth to the extent required and utilising theremaining earth
locally for road work). As per Clause 304 technical specification)
17045.32
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Drain
Plain cement Concrete in open foundation complete as per drawing & technical specifications Clause 1704.3 PCC grade M15
775.22
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Drain
Reinforced cement Concrete in open foundation complete as per drawing & technical specifications as per Section 2100 RCC grade M20
5068
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Drain
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications Section 1600
253.4
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Drain
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 specification Clause No.2706
2089
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Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including sand below block & Side packing M15 concrete with all lead and lift complete as per technical specification and as directed by Engineer In-Charge.
80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm
7110
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Cast in Situ Cement Concrete M20 kerb with kerb laying machine, foundation concrete laid manually as per given drawing and Technical specifications Clause 409
120
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Provision of Median kerb on road , constructed with with top and bottom width 100mm and 200 mm respectively, 850 mm high with M - 20 grade concrete, installed as per approved drawings and Technical specifications Clause 409 and at locations as directed by the Engineer.
1849
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Construction of Median and Island with Soil cum Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per cl. 407.0
1828.77
-
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical specification clause no 801.3
90 cm equilateral triangle
141
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical specification clause 801.3
60 cm equilateral triangle
47
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and clause no. 801.3
80 cm x 60 cm rectangular
29
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
60 cm circular
Clause No.801.3
20
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and clause no 801.3
60 cm x 45 cm rectangular
96
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and clause 801.3
60 cm x 60 cm square
272
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectrorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical specification clause . 801.3
90 cm high octagon
3
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Direction and Place Identification Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place identification retro-reflectrorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Technical specification clause 801.3
105.76
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Direction and Place Identification Signs with size more than 0.9 sqm size Board.
Providing and erecting direction and place identification retro- reflectrorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause No.801.3
30
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Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision)
5th kilometre stone (precast)
5
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Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision)
Ordinary Kilometre stone (Precast)
976
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Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision)
Hectometre stone (Precast
3924
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Overhead Signs of including Truss, Two Vertical Post, concrete foundation all complete
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectrorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in Technical specification clause 802.2 and 802.3 and installed as per Technical specification clause 802.6 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved drawing and plans and Technical specification Clause No.802
1
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Metal Beam Crash Barrier
Type - A, “W” : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x5 mm, 546 mm long complete as per Technical specification clause 811.3 complete job as per approved drawings.
22024
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Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip , embeded in M-15 grade cement concrete 450mm X 450mm X 450mm, 1.50m centre to centre with 4 horizontal steel wire rope 40mm dia and anchored at terminal posts 15m apart. Terminal posts to be embeded in M15 grade cement concrete foundation 2400 X 450 X 900mm (Depth), strengthen by a strut of Rs joists 100X75mm. 2m long at 450 inclination and a tie 100 X 8mm, 1.50m long at the bottom, all embeded in foundation concrete as per approved design and drawing rate excluding excavation and cement concrete.) as per clause no 811.4
730
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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 as per Technical specification Clause No. 803.4
13127.41
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Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting as per Clause No. 807
120
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Pedestrian Guard Rail: Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and Technical Specification clause 809)
5048.9
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Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC 98 - 2011 and approved drawings, Single Row for one utility service
105
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Road Stud with Lense Reflector
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 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 hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) and Technical specification Clause 804.
5755
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Supply & installation of solar street light proposed at Major & Minor Junction Location, Bus Bay & Bus Shelter Location as per drawing and Clause No. 12.4 of IRC SP 73 :2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)
26
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
2924.4
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Construction of R.C.C Bus shelter at Village Portion as per drawing and Technical specifications Clause No. 12.6 of IRC SP 73 :2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)
8
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Supply and Installation of 300 mm Solar Blinker. LED - 216 Solar Panel 30 Watt Battery - 12 AH Fitting, Fixing and all complete Job.
23
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Box Culvert
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification Clause No 304, 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.
Depth upto 3 m
36326.64
-
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Box Culvert
Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification including steel shuttering formwork and Technical specification Section 2100 RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
1055
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Box Culvert
Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
7645.99
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Box Culvert
Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ Section 2300 including steel shuttering formwork.
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
881.66
-
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Box Culvert
Reinforcement in Foundation (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and Technical specifications Section 1600)
84.4
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Box Culvert
Reinforcement in Sub Structure (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub structure complete as per drawing and Technical specifications Section 1600)
611.68
-
-
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Box Culvert
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 specification Section 1600)
79.1
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Box Culvert
Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork.
PCC Grade M15
1126.33
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Box Culvert
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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Section 2500
4323.98
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Box Culvert
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 specification Clause 2706
9000
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Box Culvert
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification as Per clause 305
2635.85
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Box Culvert
Providing and laying Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Section 2500
2635.85
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Box Culvert
Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron
PCC Grade M15
4061.72
-
-
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Box Culvert
Stone/Boulder Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Section 2500
1317.93
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Box Culvert
Providing and laying Stone/Boulder apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Section 2500
5332.67
-
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Box Culvert
Rigid Apron: -Providing and laying Flooring complete as per drawing and Technical specifications Section 2500 laid over cement concrete bedding.
Rubble stone laid in cement mortar 1:3
2012.6
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Box Culvert
Provision of reinforced cement concrete crash barrier (New Jersey Type) on structure, constructed with M - 40 grade concrete with HYSD reinforcement conforming to IRC:21, including 50mm dia railing with fixtures and installed as per approved drawings and at locations as directed by the Engineer. As per Technical specification Clause 2703.3 and Clause 811.2 & Clause No. 109.6. of IRC: 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
1869.9
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Box Culvert
Mastic Asphalt (Providing and laying 25 mm thick 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. centigrade), 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 centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.
2194.31
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Box Culvert
Bituminous Concrete
Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1
87.77
-
-
... More
Box Culvert
Painting Two Coats on New Concrete Surfaces
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per Technical specification as per ATS-2
8975.52
-
-
... More
VUP
Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification including steel shuttering formwork and
Technical specification Section 2100 RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
147.6
-
-
... More
VUP
Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork
RCC Grade M35 (upto 5m height)
Using Batching Plant, Transit Mixer and Concrete Pump
110.25
-
-
... More
VUP
Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork
RCC Grade M35 (from 5 m to 10 m)
Using Batching Plant, Transit Mixer and Concrete Pump
72.98
-
-
... More
VUP
Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ Section 2300 including steel shuttering formwork.
RCC Grade M35 From 5m to 10m
Using Batching Plant, Transit Mixer and Concrete Pump
132.84
-
-
... More
VUP
Reinforcement in Foundation (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and Technical specifications Section 1600)
13.89
-
-
... More
VUP
Reinforcement in Sub Structure (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub structure complete as per drawing and Technical specifications Section 1600)
22.59
-
-
... More
VUP
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 specification Section 1600)
10.63
-
-
... More
VUP
Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork.
PCC Grade M15
53.92
-
-
... More
VUP
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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.) for ordinary soil upto 3m depth
150
-
-
... More
VUP
Drainage Spouts complete as per drawing and Technical specification Clause No.2705
4
-
-
... More
VUP
Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork
RCC Grade M30 (Upto 5m height)
Using Batching Plant, Transit Mixer and Concrete Pump
125.1
-
-
... More
VUP
Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork
RCC Grade M30 (more than 5 m height)
Using Batching Plant, Transit Mixer and Concrete Pump
104.41
-
-
... More
VUP
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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Section 2500
45.64
-
-
... More
VUP
Providing and laying Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Section 2500
91.27
-
-
... More
VUP
Provision of reinforced cement concrete crash barrier (New Jersey Type) on structure, constructed with M - 40 grade concrete with HYSD reinforcement conforming to IRC:21, including 50mm dia railing with fixtures and installed as per approved drawings and at locations as directed by the Engineer. As per Technical specification Clause 2703.3 and Clause 811.2 & Clause No. 109.6. of IRC: 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
24
-
-
... More
VUP
Mastic Asphalt (Providing and laying 25 mm thick 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. centigrade), 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 centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.
90
-
-
... More
VUP
Bituminous Concrete
Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1
3.6
-
-
... More
VUP
Painting Two Coats on New Concrete Surfaces
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per Technical specification as per ATS-2
28.8
-
-
... More
Minor Bridge
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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.) for ordinary soil upto 3m depth
1121.71
-
-
... More
Minor Bridge
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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) upto required depth for marshy soil
124.63
-
-
... More
Minor Bridge Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Grade M-35
258
-
-
... More
Minor Bridge
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification clause no 2100 including steel shuttering formwork. PCC Grade- M15
48.34
-
-
... More
Minor Bridge
Providing Tar paper bearing including laying in proper position etc. completed
76.8
-
-
... More
Minor Bridge
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification clause 1204.
0.27
-
-
... More
Minor Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well curb of Well Foundation complete as per Drawing and Technical Specification clause 1205 With Batching Plant, Transit Mixer and Concrete Pump
190.67
-
-
... More
Minor Bridge
Plain/Reinforced Cement Concrete (PCC) M20 Grade , in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification clause 1209 With Batching Plant, Transit Mixer and Concrete Pump
314.63
-
-
... More
Minor Bridge
Sinking of 5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
6
-
-
... More
Minor Bridge
Sinking of 5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
14
-
-
... More
Minor Bridge
Sinking of 5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
14
-
-
... More
Minor Bridge
Sinking of 6 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
6
-
-
... More
Minor Bridge
Sinking of 6 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
14
-
-
... More
Minor Bridge
Sinking of 6 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
13.9
-
-
... More
Minor Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
6
-
-
... More
Minor Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
14
-
-
... More
Minor Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
20.8
-
-
... More
Minor Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well Steining of Well Foundation complete as per Drawing and Technical Specification clause 1207 With Batching Plant, Transit Mixer and Concrete Pump
2078.29
-
-
... More
Minor Bridge
Sand Filling in Wells complete as per Drawing and Technical Specification clause 1210
1534.99
-
-
... More
Minor Bridge
Plain/Reinforced Cement Concrete (PCC) M15 Grade , in Top/ Intermediarte Plug of Well Foundation complete as per Drawing and Technical Specification clause 1211 & 1700 With Batching Plant, Transit Mixer and Concrete Pump
26.49
-
-
... More
Minor Bridge
Water filling in wells complete as per drawing and technical specifications
71.79
-
-
... More
Minor Bridge
Plain/Reinforced Cement Concrete M30 Grade , in Well cap of Well Foundation complete as per Drawing and Technical Specification clause 1212,1213 and 1700 using Batching Plant, Transit Mixer and Concrete Pump
289.82
-
-
... More
Minor Bridge
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
Height upto 5m
571.52
-
-
... More
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300
Sesmic Arrester and Pedestail
PSC Grade M-45, Using Batching plant
36.86
-
-
... More
Minor Bridge
Supplying, fitting and fixing in position true to line and level SPHERICAL bearing confiming to IRC, consisting of bottom plate, saddle plate, top plate, guide plate including all accessories, as per drawing and technical specifications clauses 2000 & 2200
3960
-
-
... More
Minor Bridge 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.
546000
-
-
... More
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-45, Using Batching plant Upto 5m
460.1
-
-
... More
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-50, Using Batching plant Upto 5m
195.45
-
-
... More
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-35, Using Batching plant Upto 5m
290.1
-
-
... More
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-45, Using Batching plant Upto 5m
144
-
-
... More
Minor Bridge
Reinforced cement concrete, in sub structure complete as per drawing and technical specification clause no 2200 and steel shuttering formwork; RCC M-35 grade using batching plant and concrete pump (height upto 5 m)
110.98
-
-
... More
Minor Bridge
Reinforced cement concrete, in sub structure complete as per drawing and technical specification clause no 2200 and steel shuttering formwork; RCC M-35 grade using batching plant and concrete pump (height upto 5 m)
186.39
-
-
... More
Minor Bridge
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
67.5
-
-
... More
Minor Bridge
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
144
-
-
... More
Minor Bridge
Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606
128
-
-
... More
Minor Bridge
Drainage Spouts complete as per drawing and Technical specification Clause No.2705
27
-
-
... More
Minor Bridge
Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
254.6
-
-
... More
Minor Bridge
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specificationssection 1600
77.95
-
-
... More
Minor Bridge
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600
166.81
-
-
... More
Minor Bridge
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section1800
25.3
-
-
... More
Minor Bridge
RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
287.5
-
-
... More
Minor Bridge
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
1146.72
-
-
... More
Minor Bridge Mastic Asphalt (Providing and laying 25 mm thick 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. centigrade), 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 centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No.516
1523.38
-
-
... More
Minor Bridge
Bituminous Concrete
Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13.2mm nominal size)
60.94
-
-
... More
Minor Bridge Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
12.72
-
-
... More
Minor Bridge
Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"
1630.15
-
-
... More
Minor Bridge
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Clause No.2503.2
811.8
-
-
... More
Minor Bridge Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2meters center to center, complete as per approved drawing.
131.54
-
-
... More
Minor Bridge
Providing and laying Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Section 2500
2181.07
-
-
... More
Major Bridge
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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.) for ordinary soil upto 3m depth
1040.04
-
-
... More
Major Bridge
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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) upto required depth for marshy soil
115.56
-
-
... More
Major Bridge
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification clause 1204.
0.5
-
-
... More
Major Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well curb of Well Foundation complete as per Drawing and Technical Specification clause 1205 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
417.97
-
-
... More
Major Bridge
Plain/Reinforced Cement Concrete (PCC) M20 Grade , in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification clause 1209 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
666.09
-
-
... More
Major Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
21
-
-
... More
Major Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
49
-
-
... More
Major Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
70
-
-
... More
Major Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 20m upto 30m depth
70
-
-
... More
Major Bridge
Sinking of 7.5 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 30m upto 40m depth
43.75
-
-
... More
Major Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well Steining of Well Foundation complete as per Drawing and Technical Specification clause 1207 & 1700 With Batching Plant, Transit Mixer and Concrete Pump
7115.24
-
-
... More
Major Bridge
Sand Filling in Wells complete as per Drawing and Technical Specification clause 1210
2783.59
-
-
... More
Major Bridge
Plain/Reinforced Cement Concrete (PCC) M15 Grade , in Top/ Intermediarte Plug of Well Foundation complete as per Drawing and Technical Specification clause 1211 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
33.4
-
-
... More
Major Bridge
Water filling in wells complete as per drawing and technical specifications
1218.73
-
-
... More
Major Bridge
Plain/Reinforced Cement Concrete M35 Grade , in Well cap of Well Foundation complete as per Drawing and Technical Specification clause 1212, 1213 & Section 1700 using Batching Plant, Transit Mixer and Concrete Pump
463.88
-
-
... More
Major Bridge
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
Height upto 5m
186.53
-
-
... More
Major Bridge
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
Height 5m and above
650.01
-
-
... More
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300
Sesmic Arrester and Pedestail
Grade M-45, Using Batching plant
62.44
-
-
... More
Major Bridge
Supplying, fitting and fixing in position true to line and level SPHERICAL bearing confiming to IRC, consisting of bottom plate, saddle plate, top plate, guide plate including all accessories, as per drawing and technical specifications clauses 2000 & 2200
23760
-
-
... More
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-45, Using Batching plant Upto 5m
3287.1
-
-
... More
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-45, Using Batching plant Upto 5m
1393.92
-
-
... More
Major Bridge
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-30
Height upto 5m
54.76
-
-
... More
Major Bridge
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
15.08
-
-
... More
Major Bridge
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
31.5
-
-
... More
Major Bridge
Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606
124.6
-
-
... More
Major Bridge
Drainage Spouts complete as per drawing and Technical specification Clause No.2705
58
-
-
... More
Major Bridge
Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
680.6
-
-
... More
Major Bridge
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600
117.4
-
-
... More
Major Bridge
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600
742.51
-
-
... More
Major Bridge
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section1800
28.5
-
-
... More
Major Bridge
RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
590
-
-
... More
Major Bridge
Bituminous Concrete
Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13.2mm nominal size)
165.2
-
-
... More
Major Bridge
Mastic Asphalt (Providing and laying 25 mm thick 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. centigrade), 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 centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.
4130
-
-
... More
Major Bridge
Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"
1110
-
-
... More
Major Bridge
Providing and laying Stone/Boulder Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Section 2500
2500
-
-
... More
Major Bridge
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
4202.22
-
-
... More
Major Bridge
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
7980.92
-
-
... More
Repair and Maintenance of Bridges
Replacement of Expansion Joints complete as per drawings and Section 2800 of MORT&H Specifications for Road and Bridge Works (Fifth Revision), IRC: SP: 35 Guidelines for Inspection and Maintenance of Bridges and IRC SP 52-Bridge Inspector Reference Manual
24
-
-
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Repair and Maintenance of Bridges
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification Clause No 2704
25.2
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Repair and Maintenance of Bridges
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and Clause No.2704
TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel or equivalent)
50.4
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Repair and Maintenance of Bridges
Tack coat
Providing and applying tack coat with bitumen emulsion as per Technical specification clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
600
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Repair and Maintenance of Bridges
Bituminous Concrete
Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1
24
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Repair and Maintenance of Bridges
Mastic Asphalt (Providing and laying 25 mm thick 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. centigrade), 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 centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No.516
600
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Repair and Maintenance of Bridges
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and Section 2500
269.66
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Repair and Maintenance of Bridges
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Section 2500
122.64
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Repair and Maintenance of Bridges
Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification Clause 2807
150
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Repair and Maintenance of Bridges
Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification and Clause No 2803 Technical specification Clause No.2804
150
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Repair and Maintenance of Bridges
Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish upto distance of 50m outside the periphery of the area.) as per Technical specification Clause .201
0.5
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Repair and Maintenance of Bridges
Painting Two Coats on New Concrete Surfaces’ Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per Technical specification as per ATS-2
120
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Environment Management Cost
Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. Near all hot mix plant locations approved by the Engineer as per Technical specification clause 111
16
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Environment Management Cost
Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. Near all hot mix plant locations approved by the Engineer as per Technical specification clause 111
16
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Environment Management Cost
Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. Construction sites near sensitive locations as per Technical specification clause 111
6
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Environment Management Cost
Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. At 2 location during operation stage where monitoring had been done during construction stage as per Technical specification clause 111
16
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Environment Management Cost
Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality. At equipment yards/ Hot mix plants/ Construction Camps as per Technical specification clause 111
16
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Environment Management Cost
Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality. Near known nesting sites - as directed by the Engineer as per Technical specification clause 111
6
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Environment Management Cost
Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality. During Operation Stage as directed by the Engineer as per Technical specification clause 111
16
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Environment Management Cost
Water Quality Testing for parametres as per IS: 10500-2012 along the road in accordance with CPCB norms Surface Water Quality testing during Construction Stage as per Technical specification clause 111
6
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Environment Management Cost
Soil Quality Testing along the project road in accordance with CPCB norms During Construction stage at productive agricultural lands abutting traffic detours and traffic diversions, to be identified by the Engineer as per Technical specification clause 111
16
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Environment Management Cost
Soil Quality Testing along the project road in accordance with CPCB norms During Operation stage at accident/spill locations involving bulk transport carrying hazardous material. as per Technical specification clause 111
6
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Environment Management Cost
Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) 5 m width turfing on outer side of ponds located at chainage CH. 10+450 (R), 14+100 (R), 16+325 (R), 18+700 (L), 21+125 (R) as per Technical specification clause 111 and 307
1456
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Environment Management Cost
Surface Drains in Soil (Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Technical specification clause 301 and 309. Excavated material to be used in embankment within a lead of 50m (Average lead 25m) Construction of surface drains on outer side of ponds located at chainage 10+450 (R), 14+100 (R), 16+325 (R), 18+700 (L), 21+125 (R)
6780
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Environment Management Cost
Oil interceptors at parking/ servicing of construction vehicles as per Technical specification clause 111
1
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Environment Management Cost
Provision of Noise barrier at sensitive areas like schools and hospitals. The noise barriers of hollow brick wall/ reinforced concrete panels with height of 3.5m. School location: 11+600 (RHS) and 15+950 (RHS) as per clause 111
100
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Provisional Sum for Road Facilities and Amenities
1
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