Ministry Of Road Transport And Highways Tender
With BidAssist, you can search for multiple business options for RWD Bihar tenders, RCD Bihar tenders, and any other e tender Bihar government is inviting bids for. Such Bihar tenders are posted on the eprocurement Bihar website, and on this page, you will get consolidated lists of Bihar tenders that can be sorted based on authority, department, city, and more.
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Remainingworkfor Strengthening And Widening Work Of Existing Road Into 2 Lane With Paved Shoulder From Pokhrauni Chowk To Junction With Nh 57 Near Jhanjharpur Km. 0.00 To 28.00 Of Nh.-527a In The State Of Bihar.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_MoRTH_649791_1Bid Award Id
ViewTender No
03/NH Jaynagar/2021-22Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
SOR No.-2.4 ii B 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 metres.
Cement Mortat Dismantling Brick / Tile work
221.78
-
-
... More
Earthwork, Erosion control and drainage
-
-
-
... More
SOR No.-3.15 Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means
10963.56
-
-
... More
SOR No.-3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 15.00 per cum but excluding watering, rolling & compaction)
43552.2
-
-
... More
SOR No.-3.16 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
3340.76
-
-
... More
SOR No.-3.17 Construction of embankment with approved materials 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.
63527.29
-
-
... More
SOR No.-3.18 Construction of sub-grade 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
55526.97
-
-
... More
SOR No.-3.19 case-i Loosening 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.
7387.29
-
-
... More
SUB-BASES, BASES (NON-BITUMINOUS) AND SHOUDERS
-
-
-
... More
SOR No.-4.1B Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
8304.96
-
-
... More
SOR No.-4.12 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.
528.59
-
-
... More
BASES AND SURFACE COURSES (BITUMINOUS)
-
-
-
... More
SOR No.-5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
2593.66
-
-
... More
SOR No.-5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
315932.76
-
-
... More
SOR No.-5.3 Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Grade-I
0.45
-
-
... More
SOR No.-5.6 Providing and laying dense graded 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 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grade-I
1008.02
-
-
... More
SOR No.-5.8 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. Grade-I
3780.64
-
-
... More
TRAFFIC SIGN, MARKING & OTHER ROAD APPURTENANCES
-
-
-
... More
SOR No.-8.4 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 SOR No.-8.4(i) 90 cm equilateral trangle
50
-
-
... More
SOR No.-8.4 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 SOR No.-8.4(ii) 60 cm equilateral trangle
40
-
-
... More
SOR No.-8.4 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 SOR No.-8.4(iii) 60 cm circular
10
-
-
... More
SOR No.-8.4 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 SOR No.-8.4(iv) 80 mm x 60 mm rectangular
40
-
-
... More
SOR No.-8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
590.33
-
-
... More
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc SOR No.-8.14 (i) 5th kilometre stone (precast)
6
-
-
... More
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc SOR No.-8.14 (ii) Ordinary kilometre stone (precast)
22
-
-
... More
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc SOR No.-8.14 (iii) Hectometre stone (precast)
140
-
-
... More
SOR No.-8.15 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
50
-
-
... More
SOR No.-8.7A Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 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 plans Truss and Vertical Support
7
-
-
... More
SOR No.-8.7B Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 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 plans Aluminium Alloy Place for Over Head Sign
72
-
-
... More
RIVER TRAINING AND PROTECTION WORKS
-
-
-
... More
SOR No.-15.4A 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
3073.52
-
-
... More
SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
1536.78
-
-
... More
SOR No.-15.7 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. PCC (M-15)
25.45
-
-
... More
SOR No.-15.7 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. Rubble Stone masonry
152.55
-
-
... More
SOR No.-15.7 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. Chute Drain
42
-
-
... More
Diversion for culverts For 15 NOS.
-
-
-
... More
SOR No.-3.13 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
2250
-
-
... More
SOR No.-4.1B Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
151.91
-
-
... More
SOR No.-9.2 A Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .
82.5
-
-
... More
Junction Improvement with NH 57
-
-
-
... More
SOR No.-4.1 B Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
147
-
-
... More
SOR No.-6.1 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
147
-
-
... More
SOR No.-6.2 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
313.6
-
-
... More
SOR No.-8.1 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
173
-
-
... More
7 NOS 1x2x2 BOX CULVERT
-
-
-
... More
SOR No.-12.1B 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. Ordinary soil (By Mechanical Means)
1388.64
-
-
... More
SOR No.-12.8A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
375.88
-
-
... More
SOR No.-13.5B Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20
278.26
-
-
... More
SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20
153.78
-
-
... More
SOR No.-13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
459
-
-
... More
SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandya Material
61.04
-
-
... More
SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
7.72
-
-
... More
SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
46.26
-
-
... More
SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
119.28
-
-
... More
SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification
18
-
-
... More
SOR No.-14.10 PCC M15 Grade laveling course below approach slab complete as per drawing and Technical specification
411.6
-
-
... More
SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
205.8
-
-
... More
SOR No.-14.17 Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Burried Joint
196
-
-
... More
SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
216.16
-
-
... More
SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring
22.99
-
-
... More
SOR No.-15.4 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
349.3
-
-
... More
SOR No.-8.8 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
147.84
-
-
... More
3 Nos 1x3x2 BOX CULVERT
-
-
-
... More
SOR No.-12.1B 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. Ordinary soil
612.32
-
-
... More
SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
186.28
-
-
... More
SOR No.-13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20
121.09
-
-
... More
SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20
106.13
-
-
... More
SOR No.-13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
234
-
-
... More
SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material
84.74
-
-
... More
SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
6.59
-
-
... More
SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
8.46
-
-
... More
SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
65.04
-
-
... More
SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification
8
-
-
... More
SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
176.4
-
-
... More
SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
88.2
-
-
... More
SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Burried Joint
84
-
-
... More
SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
93.08
-
-
... More
SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring
12.72
-
-
... More
SOR No.-15.4 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
174.15
-
-
... More
SOR No. - 8.8 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
71.54
-
-
... More
1NO 1x4x3 BOX CULVERT
-
-
-
... More
SOR No.-12.1B 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. Ordinary soil
656.74
-
-
... More
SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
117.32
-
-
... More
SOR No.-13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20
118.59
-
-
... More
SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20
133
-
-
... More
SOR No.-13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
104
-
-
... More
SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material
102.73
-
-
... More
SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
8.65
-
-
... More
SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
4.84
-
-
... More
SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
24
-
-
... More
SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification
4
-
-
... More
SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
58.8
-
-
... More
SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
29.4
-
-
... More
SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Burried Joint
28
-
-
... More
SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
63.1
-
-
... More
SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring
13.1
-
-
... More
SOR No.-15.4 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
93.1
-
-
... More
SOR No. - 8.8 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
26.4
-
-
... More
1NO 2x3x3 BOX CULVERT
-
-
-
... More
SOR No.-12.1B 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. Ordinary soil
927.11
-
-
... More
SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
143.28
-
-
... More
SOR No.-13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20
124.62
-
-
... More
SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20
168
-
-
... More
SOR No.-13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
104
-
-
... More
SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material
106.32
-
-
... More
SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
10.92
-
-
... More
SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
6.96
-
-
... More
SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
28.38
-
-
... More
SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification
4
-
-
... More
SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
58.8
-
-
... More
SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
29.4
-
-
... More
SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Burried Joint
28
-
-
... More
SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
68.6
-
-
... More
SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring
16.7
-
-
... More
SOR No.-15.4 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
109.5
-
-
... More
SOR No. - 8.8 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
31.22
-
-
... More
2NO 2x3x2 BOX CULVERT
-
-
-
... More
SOR No.-12.1B 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. Ordinary soil
1215.22
-
-
... More
SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
202.44
-
-
... More
SOR No.-13.5 B Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20
121.66
-
-
... More
SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20
291.66
-
-
... More
SOR No.-13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
208
-
-
... More
SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material
20.87
-
-
... More
SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
18.96
-
-
... More
SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
13.74
-
-
... More
SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
56.4
-
-
... More
SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification
8
-
-
... More
SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
117.6
-
-
... More
SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
58.8
-
-
... More
SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Burried Joint
56
-
-
... More
SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
64.04
-
-
... More
SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring
16
-
-
... More
SOR No.-15.4 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
163.4
-
-
... More
SOR No. - 8.8 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
62.04
-
-
... More
1NO 3x3x2 BOX CULVERT
-
-
-
... More
SOR No.-12.1B 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. Ordinary soil
515.3
-
-
... More
SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
140.82
-
-
... More
SOR No.-13.5 B Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20
123.12
-
-
... More
SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20
30.64
-
-
... More
SOR No.-13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
104
-
-
... More
SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material
87.03
-
-
... More
SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
-
-
-
... More
SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
10.39
-
-
... More
SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
14
-
-
... More
SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification
4
-
-
... More
SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
58.8
-
-
... More
SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
29.4
-
-
... More
SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
Burried Joint
28
-
-
... More
SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
57.09
-
-
... More
SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring
21.6
-
-
... More
SOR No.-15.4 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
132.3
-
-
... More
SOR No. - 8.8 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
39.03
-
-
... More
TOLL PLAZA
-
-
-
... More
SOR No.-4.1B Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
863.25
-
-
... More
SOR No.-6.1Providing & Construction of Dry Lean Cement Concrete Base of Grade M15 for Pavement Quality Concrete as per drawing and Technical Specification Clause 601.
575.5
-
-
... More
SOR No.-6.2 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1841.6
-
-
... More
Toll booths with integrated roof cover
6
-
-
... More
Barrier gates for individual lanes
6
-
-
... More
Provision of building to provide facility to toll plaza personnel
625
-
-
... More
Toll plaza office equipment and furniture
1
-
-
... More
Water supply, electricity, sanitation, septic-tank system and drainage
1
-
-
... More
Telephone, intercomes, wireless communication system
1
-
-
... More
High mast lighting
4
-
-
... More
FLOOD Damage Work Providing filling stiching and placing empty cement bags with local sand at work site with all cost of labour and material and all taxes etc.All complete job as per specification and direction of E/I
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements