Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date1 Jun 2022
Closing Date6 Jul 2022
Tender Amount₹ 27,30,32,209
Costs
EMD
₹ 54,77,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPRRD_118510_1Bid Award Id
ViewTender No
240/pmgsy Ban-II/fdr-77/22-23 Dt. 21-05-2022Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 305 [RA-3]
2654.4
-
244.8
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 Tables 300.1 and 300.2 as per Technical Specification Clause [RA- 15]
2523.09
-
40
Construction of Sub-grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 [RA-5]
13671.93
-
105.78
Dismantle of Flexible and Granular pavements and spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per technical Specification Clause 202 [RA-29]
9499.5
-
137.1
Construction of Granular sub-base by providing well-graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in place method with rotavator at OMC and compacting smooth wheel roller to achieve the desired density, complete as per clause 401 as per Technical Specification [RA-7]
1017
-
1917.3
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne) [ Min thickness of FDR shall not be less than the thickness mentioned in DPR, However FDR Thickness will be based on Design Mix.] RA-6]
17014.06
-
3760
Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per technical Specification Clause-502. [RA-9]
52460.44
-
41.8
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 [RA-10]
52388.9
-
13.4
SAMI/Bitumen impregnated Geotextile layer
Providing and laying Stress Absorbing Membrane Interlayer (SAMI)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3, laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement Surface. [As per the Letter no. 2795/T-252/FDR/UPRRDA/2021 dated 23-02-2021] (RA-12)
52044.9
-
75
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 [RA-11]
2401.33
-
9597.4
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 125mm [RA-14]
651.88
-
6961.7
Reinforced cement concrete M15 grade Kilometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703 Ordinary K.M. stone (precast) [RA-24]
8
-
1955.2
Reinforced cement concrete M15 grade 5th Kilometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703 [RA-24]
2
-
3313
Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification Clause 1703 (iii) 200 mt stone (precast) [RA-24]
42
-
533.6
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
21
-
988.1
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2:4 ) Nominal Mix having section 10 X 10 cm and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
202
-
334.6
Providing and erecting direction and place identification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 1701.2.3, fixed over aluminium composite panel 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 meanes of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. Junction Board [RA-25]
5.76
-
7363.1
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. [RA-17] Hazard Markers
27
-
4464.14
Delineators
27
-
1183
Warning Signs
35
-
5177.93
Stop Sign (900mm Octagonal)
15
-
8050.93
Chevron Signs
55
-
4731.81
Mandatory Signs 600 mm
12
-
4580.13
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle [RA-20]
3
-
19932.7
Providing and fixing of reflective typical PMGSY Maintenance board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
-
19212.9
Providing & fixing Logo Board of PRADHAN MANTRI GRAM SADAK YOGNA as per standard design of National Rural Infrastructure development agency, diamond size (600 X 600 mm) 3 mm thick ACM plate and board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 [RA-18]
6
-
7291.4
Providing & fixing of typical PMGSY Citizen's information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-26]
2
-
19932.7
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.[RA-21]
2670.6
-
442.9
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.[RA-27]
571
-
291.3
Earth work in excavation of foundation of structures
1752.4
-
244.8
PCC Grade M15
207.19
-
4561.7
RCC pipe NP3 1000mm dia
70
-
7714.5
Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications
4
-
1002.7
Providing and laying rubble for stone pitching
52.65
-
1647.9
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Curtain Wall,Type-II (PCC M20)
128.67
-
5126.8
RCC Grade M25
106.98
-
5757.9
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and technical specifications .
3.2
-
51729.75
Providing and laying bituminous concrete
3.58
-
9597.4
Providing and applying primer coat
71.54
-
41.8
Providing weep holes
999.8
-
216.8
Backfilling behind abutment
90.76
-
1751.9
Providing and laying of Filter media
28.15
-
2548.1
.Rubble Stone Laid in Cement Mortar 1:3
14.54
-
5308.9
Flexible apron : Construction of flexible apron 450 mm thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall,Flexible Apron, For Floor Apron laid on CC
57.92
-
1647.9
Construction of precast RCC railing
21.68
-
1673.3
Reinforced Cement Concrete approach slab in M30 including reinforcement and formwork complete as per drawing and technical specifications .
13.86
-
5947.5
Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm
15
-
126.8
Cement concrete mix 1:3:6
88.2
-
4692.6
First class Brickwork in cement mortar 1:3 (1 cement,3 coarse sand )
667.01
-
5699.9
Cement concrete mix 1:1.5:3 Coping
12.6
-
5126.8
Pointing with cement mortar (1:3) on brickwork
12.3
-
62.5
Plastering with cement mortar (1:4)
12.3
-
153.2
Painting two coats including prime coat with epoxy paint
12.3
-
97
NAME OF ROAD- Murwal-Simouni Road to Kelhanua via Baghanda Link Road, 5.600Km. PACKAGE NO.- UP12115
-
-
-
Clearing and Grubbing Road Land including uprooting wild vegeration, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removalof stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Specification Clause 201 as per Data Book item No. 2.2 (I)A
3.36
-
46418.2
Construction of RCC Posts/ Refrence Pillers of 150X150 mm M 20 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts as per E/C.
112
-
902.2
Construction of Reference Bench Mark / Temporary Bench Mark Having section 0.35X0.35 M and heigh 0.30 M above ground level in B/W 1:3 as per drawing and Techinal Specification clause MORD 100
22
-
1133.1
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.4
9841.67
-
85.9
Construction of HARD SHOULDERS with local material(MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)-(ii) using gravel mix soil
145.13
-
1671.3
FDR Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP- 72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
4447.03
-
3711.8
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-I Low porosity
21395.15
-
41.5
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
21395.15
-
13.4
Laying Paving Fabric Beneath a Pavement Overlay
Providing and laying stress,Absorbing membrane interlayer (SAMI)/bitumen impregnated geeotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3,laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface.
21395.15
-
75
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
21395.15
-
13.4
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 . As per Data Book No. 5.8
642.32
-
9645
Construction of RCC guide posts of 250 mm dia M 15 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Techinal Specification clause as per Data Book item No. 7.7
84
-
984.8
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
-
19955
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) (On Curves, T Junction 600mm traingle )
4
-
1956
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) (Villege Name 800X600 mm Rectangular)
9
-
2264
Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
-
7276
Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
-
19027
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
-
17950
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 As per S.E. Lucknow
1232
-
618
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone
6
-
2049
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (B) 5 Km. Stone
1
-
3417
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (B) 0.200 Km. Stone
22
-
498
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1
274.6
-
244.8
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book item No.11.2(I)
15.05
-
1671.3
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I)
26.44
-
2166.5
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) (Cement : C Sand : Stone Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I)
36.37
-
5161.6
Brick Masonry Work in 1:4 cement, C. sand mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical Specification Clause 1109 as per Data Book item No. 9.10 (A)
24.22
-
6551.8
Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13
181.44
-
135.3
Providing and laying Plain Cement Concrete (Grade M20 1:2:4) cement, c sand, stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II)
7.02
-
5899.3
Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III)
6.96
-
6004.9
Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 12.6
7.85
-
5300.3
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (II)
112.52
-
4320.7
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
107.35
-
112.3
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
15
-
139.2
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 as per Data Book item no. 12.10
0.96
-
2254.2
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7
100
-
2420.2
Providing and Laying reinforced concrete pipe NP3 1000mm Dia in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. as per Data Book item No. 9.3 (B)
20
-
8121.6
Providing and laying boulder apron for bed protection/Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5
2.4
-
1985.3
Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates)
11
-
79
White washing two coats on parapet walls including preparation of surface by cleaning,scraping etc. as per technical specification clause 1915. Data Book Item No. 15.13
172.79
-
17.9
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. as per Data Book Item no. 2.13B Above 600 mm to 900 mm dia Hume pipe
7.5
-
214.9
(202.1) Dismantling Brick/ Stone Masonryk/Tile Work as per Technical Specification Clause 202.1 Data Book Item No. 2.7B
11.59
-
295.5
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 ii
150
-
118.4
NAME OF ROAD- Kalayanpur to Sangrampur via Pratapur, Kandhoura Link Road, 6.250Km. PACKAGE NO.- UP12119
-
-
-
Clearing and Grubbing Road Land including uprooting wild vegeration, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removalof stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Specification Clause 201 as per Data Book item No. 2.2 (I)A
3.71
-
46418.2
Construction of RCC Posts/ Refrence Pillers of 150X150 mm M 20 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts as per E/C.
121
-
887.7
Construction of Reference Bench Mark / Temporary Bench Mark Having section 0.35X0.35 M and heigh 0.30 M above ground level in B/W 1:3 as per drawing and Techinal Specification clause MORD 100
25
-
1162.9
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.4
9179.13
-
85.9
Construction of HARD SHOULDERS with local material(MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)-(ii) using gravel mix soil
182.25
-
1706.6
FDR Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP- 72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
5295.3
-
3729.7
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-I Low porosity
23531.19
-
41.6
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
23531.19
-
13.4
Laying Paving Fabric Beneath a Pavement Overlay
Providing and laying stress,Absorbing membrane interlayer (SAMI)/bitumen impregnated geeotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3,laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface.
23531.19
-
75
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
23531.19
-
13.4
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 . As per Data Book No. 5.8
705.94
-
9294.7
Construction of RCC guide posts of 250 mm dia M 15 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Techinal Specification clause as per Data Book item No. 7.7
224
-
965.4
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
-
19906
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) (On Curves, T Junction 600mm traingle )
44
-
1933
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) (Villege Name 800X600 mm Rectangular)
8
-
2241
Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
4
-
7252
Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
-
18978
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
-
17901
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 As per S.E. Lucknow
1331
-
618
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone
7
-
1999
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (B) 5 Km. Stone
1
-
3344
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (B) 0.200 Km. Stone
25
-
489
Analysis of Panel Concrete Pavement
Construction of panel concrete plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. PCC Grade M-30 EACH Panel (0.50X0.50) thickness 100mm.
75
-
7330
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1
205.9
-
244.8
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book item No.11.2(I)
9.03
-
1706.6
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I)
40
-
2188.6
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) (Cement : C Sand : Stone Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I)
30.75
-
4975.4
Brick Masonry Work in 1:4 cement, C. sand mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical Specification Clause 1109 as per Data Book item No. 9.10 (A)
55.2
-
6913.1
Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13
400
-
137
Providing and laying Plain Cement Concrete (Grade M20 1:2:4) cement, c sand, stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II)
13.74
-
5737.8
Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III)
14.94
-
5878.7
Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 12.6
11.73
-
5319
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (II)
14.82
-
3997.1
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
73.76
-
112.6
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7
60
-
2420.5
Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates)
16
-
79
White washing two coats on parapet walls including preparation of surface by cleaning,scraping etc. as per technical specification clause 1915. Data Book Item No. 15.13
400.32
-
17.9
(202.1) Dismantling Brick/ Stone Masonryk/Tile Work as per Technical Specification Clause 202.1 Data Book Item No. 2.7B
8.37
-
295.5
NAME OF ROAD- Bisanda to shiv upto block boundry, 5.000Km. PACKAGE NO.-UP12120
-
-
-
Clearing and Grubbing Road Land including uprooting wild vegeration, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removalof stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Specification Clause 201 as per Data Book item No. 2.2 (I)A
3
-
46418.2
Construction of RCC Posts/ Refrence Pillers of 150X150 mm M 20 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts as per E/C.
100
-
893
Construction of Reference Bench Mark / Temporary Bench Mark Having section 0.35X0.35 M and heigh 0.30 M above ground level in B/W 1:3 as per drawing and Techinal Specification clause MORD 100
20
-
1117.5
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.4
9684.11
-
85.9
Construction of HARD SHOULDERS with local material(MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)-(ii) using gravel mix soil
49.5
-
1659.5
Dismantiling of flexible and Granular pavements Dismantle of Flexible and Granular Pavements and spreading in the proposed width using grader in required camber and compacting to required deree of copaction separately as per techniacl specification Clause 202
4290
-
137.2
FDR Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP- 72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
7115.61
-
3715.2
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-I Low porosity
27714.94
-
41.5
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
27714.94
-
13.4
Laying Paving Fabric Beneath a Pavement Overlay
Providing and laying stress,Absorbing membrane interlayer (SAMI)/bitumen impregnated geeotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3,laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface.
27714.94
-
75
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
27714.94
-
13.4
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 . As per Data Book No. 5.8
832.13
-
9411.8
Construction of RCC guide posts of 250 mm dia M 15 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Techinal Specification clause as per Data Book item No. 7.7
46
-
972.5
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
-
19927
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) On Curves, T Junction 600mm traingle
2
-
1943
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) Villege Name 800X600 mm Rectangular
6
-
2250
Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
-
7262
Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
-
18998
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
-
17922
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 As per S.E. Lucknow
1375
-
618
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone
6
-
2020
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (C) 0.200 Km. Stone
20
-
492
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1
694.92
-
244.8
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book item No.11.2(I)
15.05
-
1659.5
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I)
90.88
-
2243.9
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) (Cement : C Sand : Stone Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I)
105.23
-
5052.6
Brick Masonry Work in 1:4 cement, C. sand mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical Specification Clause 1109 as per Data Book item No. 9.10 (A)
0.21
-
6457.1
Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13
11.16
-
136.9
Providing and laying Plain Cement Concrete (Grade M20 1:2:4) cement, c sand, stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II)
31.3
-
5799.2
Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III)
50.9
-
5924.4
Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 12.6
51.99
-
5303.8
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (II)
522.23
-
4069.6
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
927.18
-
112.5
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7
100
-
2420.4
Providing and Laying reinforced concrete pipe NP3 1000mm Dia in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. as per Data Book item No. 9.3 (B)
20
-
8122.1
Providing and laying boulder apron for bed protection/Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5
4.8
-
1698.1
Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates)
9
-
79
White washing two coats on parapet walls including preparation of surface by cleaning,scraping etc. as per technical specification clause 1915. Data Book Item No. 15.13
144.65
-
17.9
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. as per Data Book Item no. 2.13B Above 600 mm to 900 mm dia Hume pipe
15
-
214.9
(202.1) Dismantling Brick/ Stone Masonryk/Tile Work as per Technical Specification Clause 202.1 Data Book Item No. 2.7B
23
-
295.5
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 ii
150
-
118.4
NAME OF ROAD- Badausa- Pauhar Road to Sirsaona Via Grag ka purwa, 5.300Km. PACKAGE NO.- UP12121
-
-
-
Clearing and Grubbing Road Land including uprooting wild vegeration, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removalof stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Specification Clause 201 as per Data Book item No. 2.2 (I)A
2.65
-
46418.2
Construction of RCC Posts/ Refrence Pillers of 150X150 mm M 20 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts as per E/C.
106
-
905.7
Construction of Reference Bench Mark / Temporary Bench Mark Having section 0.35X0.35 M and heigh 0.30 M above ground level in B/W 1:3 as per drawing and Techinal Specification clause MORD 100
23
-
1153.6
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.4
16172.28
-
85.9
Construction of HARD SHOULDERS with local material(MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)-(ii) using gravel mix soil
40.5
-
1659.5
Dismantiling of flexible and Granular pavements Dismantle of Flexible and Granular Pavements and spreading in the proposed width using grader in required camber and compacting to required deree of copaction separately as per techniacl specification Clause 202
3036.9
-
137.2
FDR Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP- 72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
7733.82
-
3726.5
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-I Low porosity
30140.28
-
41.6
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
30140.28
-
13.4
Laying Paving Fabric Beneath a Pavement Overlay
Providing and laying stress,Absorbing membrane interlayer (SAMI)/bitumen impregnated geeotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3,laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface.
30140.28
-
75
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
30140.28
-
13.4
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 . As per Data Book No. 5.8
906.52
-
9318
Construction of RCC guide posts of 250 mm dia M 15 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Techinal Specification clause as per Data Book item No. 7.7
270
-
990.1
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
-
19960
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) On Curves, T Junction 600mm traingle
21
-
1959
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) Villege Name 800X600 mm Rectangular
6
-
2267
Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
-
7279
Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
-
19032
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
-
17955
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 As per S.E. Lucknow
1457.5
-
618
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone
5
-
2054
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (B) 5 Km. Stone
1
-
3424
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (C) 0.200 Km. Stone
21
-
499
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1
442.04
-
244.8
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book item No.11.2(I)
16.56
-
1659.5
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I)
72.31
-
2656.2
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) (Cement : C Sand : Stone Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I)
64.6
-
5180
Brick Masonry Work in 1:4 cement, C. sand mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical Specification Clause 1109 as per Data Book item No. 9.10 (A)
69.41
-
6684
Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13
342.72
-
144.6
Providing and laying Plain Cement Concrete (Grade M20 1:2:4) cement, c sand, stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II)
19.99
-
5937.3
Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III)
14.4
-
6057.8
Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 12.6
14.13
-
5315.6
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (II)
128.69
-
4245.5
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
242.65
-
113.8
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7
110
-
2421.5
Providing and Laying reinforced concrete pipe NP3 1000mm Dia in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. as per Data Book item No. 9.3 (B)
10
-
8124.4
Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates)
13
-
79
White washing two coats on parapet walls including preparation of surface by cleaning,scraping etc. as per technical specification clause 1915. Data Book Item No. 15.13
155.15
-
17.9
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. as per Data Book Item no. 2.13B Above 600 mm to 900 mm dia Hume pipe
7.5
-
214.9
(202.1) Dismantling Brick/ Stone Masonryk/Tile Work as per Technical Specification Clause 202.1 Data Book Item No. 2.7B
1.4
-
295.5
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 ii
75
-
118.4
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