Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil Works Others
Eprocure
Opening Date2 Apr 2024
Closing Date11 Jun 2024
Tender Amount₹ 21,26,83,000
Costs
EMD
₹ 42,60,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_133496_9Bid Award Id
ViewTender No
8903/T-251/ UPRRDA/PMGSY-3/23-24 Dt. 28-2-24Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
21329.09
3555559
166.7
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
3565
861268
241.59
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
647.54
110528
170.69
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
57.34
14081
245.58
Dismantling 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 (Granular Courses)
2798.4
633110
226.24
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)
8339.52
31356595
3760
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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
1424.2
4628407
3249.83
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
28634.47
1258198
43.94
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
28634.47
421499
14.72
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 as per Technical Specification Clause 708 of MoRTH
28634.47
2147585
75
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
859.03
9013664
10492.84
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbase with 43-grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregate not exceeding 25mm, 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 leveling the formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including the provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, 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 Panel ( 0.50 X0.50 ) thickness 125mm
481.25
4331394
9000.3
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
210.94
103923
492.67
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M 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
211
97249
460.9
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
24
32580
1357.53
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
39445
19722.5
Providing and fixing of Logo sign board A and B 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
22227
7409.2
Providing and fixing of reflective Citizen information sign board A and B 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
38803
19401.8
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
10
22181
2218.16
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
10
22181
2218.16
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
2
36649
18324.9
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. 5th Kilometer Stone (Precast)
1
5158
5158.24
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 Kilometer Stone (Precast)
6
18214
3035.79
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 and Technical Specification Clause 1703. 200 m Stone (Precast)
23
18973
824.93
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
1128.6
697474
618
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
1020
331500
325
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
25.65
239538
9338.75
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.01
131502
65424.26
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
16.5
41335
2505.21
Providing & laying of Rubber Moulded Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB ) Prefer Zig Zag
492
431867
877.78
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
666.11
245434
368.46
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
111.13
778131
7001.99
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1: 3)
9.55
66684
6982.63
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
73.97
524742
7093.99
Providing and laying filter media with granular crushed aggregates (63-45 mm size st. ballast)as per specification to a thickness of not less than 600 mm / 300 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
17.28
58600
3391.24
Plain/reinforced cement concrete in (1:2.5:5) substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15
34.5
245732
7122.68
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-20 (nominal mix)
39.83
327495
8222.32
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-25 (nominal mix)
29.33
253704
8650
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.93
321621
65237.63
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
60
10314
171.91
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
2.5
7585
3034.39
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 using Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15
12.73
38627
3034.39
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast)
8.49
18691
2201.57
Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8
34.2
75293
2201.57
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
150.67
12693
84.25
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
1200
200040
166.7
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
851.73
187516
220.16
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
151.24
19274
127.44
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
22
31244
1420.19
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
30.6
96528
3154.53
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
120
249878
2082.32
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
20
130874
6543.72
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (2X1000)
20
262905
13145.25
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
112
816624
7291.29
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
8
59439
7429.93
Name of Road:- Sh 40 To Itali Road, Pkg No UP 40109
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Non thorny jungle) ( By Mechanical Means)
17840
125058
7.01
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 .
1953.32
337377
172.72
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
14493.77
2416111
166.7
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
1655
399831
241.59
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
562.67
96042
170.69
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
113.8
27947
245.58
Dismantling 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 (Granular Courses)
1677
379404
226.24
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)
8142.4
30615424
3760
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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
2721.73
9020520
3314.26
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
26385.58
1150147
43.59
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
26385.58
385229
14.6
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 as per Technical Specification Clause 708 of MoRTH
26385.58
1978918
75
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
791.57
8335414
10530.23
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbase with 43-grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregate not exceeding 25mm, 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 leveling the formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including the provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, 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 Panel ( 0.50 X0.50 ) thickness 125mm
666.88
5976385
8961.71
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
210.94
103923
492.67
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M 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
205
94140
459.22
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
24
32347
1347.8
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
2
39445
19722.5
Providing and fixing of Logo sign board A and B 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
22227
7409.2
Providing and fixing of reflective Citizen information sign board A and B 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
38803
19401.8
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
12
26546
2212.21
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
7
15485
2212.21
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
2
36649
18324.9
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. 5th Kilometer Stone (Precast)
1
5138
5138.68
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 Kilometer Stone (Precast)
6
18134
3022.34
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 and Technical Specification Clause 1703. 200 m Stone (Precast)
22
18095
822.54
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
1034
639012
618
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
940
305500
325
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
17.1
158984
9297.33
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.34
87668
65424.26
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
22
55408
2518.57
Providing & laying of Rubber Moulded Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB ) Prefer Zig Zag
679.8
596714
877.78
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
603.92
222520
368.46
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
140.88
981044
6963.69
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
16.3
114838
7045.29
Plain/reinforced cement concrete in (1:2.5:5) substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15
17.25
122004
7072.73
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
73.2
6124
83.67
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
125
20837
166.7
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
1590.96
342883
215.52
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
101.52
12937
127.44
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
10
14148
1414.82
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
17.59
51602
2933.63
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
100
208232
2082.32
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
10
65437
6543.72
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
210
1520994
7242.83
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
15
110910
7394.02
Name of Road:- Sh 40 To Itali Road, Pkg No UP 40109
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Non thorny jungle) ( By Mechanical Means)
19300
135293
7.01
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 .
2433.69
420346
172.72
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
20499.4
3417249
166.7
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
1865
450565
241.59
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
607.57
103706
170.69
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
72.28
17750
245.58
Dismantling 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 (Granular Courses)
2569.13
581239
226.24
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)
8419.53
31657432
3760
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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
231.94
747359
3222.21
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
26743.71
1166025
43.6
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
26743.71
390458
14.6
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 as per Technical Specification Clause 708 of MoRTH
26743.71
2005778
75
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
802.31
8361835
10422.2
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbase with 43-grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregate not exceeding 25mm, 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 leveling the formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including the provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, 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 Panel ( 0.50 X0.50 ) thickness 125mm
756.25
6788115
8976.02
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
210.94
103923
492.67
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M 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
214
98487
460.22
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
25
33906
1356.24
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
39445
19722.5
Providing and fixing of Logo sign board A and B 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
22227
7409.2
Providing and fixing of reflective Citizen information sign board A and B 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
38803
19401.8
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
10
22157
2215.75
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
9
19941
2215.75
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
2
36649
18324.9
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. 5th Kilometer Stone (Precast)
1
5150
5150.31
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 Kilometer Stone (Precast)
6
18182
3030.34
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 and Technical Specification Clause 1703. 200 m Stone (Precast)
24
19775
823.96
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
1061.5
656007
618
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
960
312000
325
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
34.2
318535
9313.9
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.68
175337
65424.26
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
75
523425
6979.01
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
22
54799
2490.9
Providing & laying of Rubber Moulded Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB ) Prefer Zig Zag
1319.38
1158125
877.78
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
663.92
244627
368.46
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
147.3
1028008
6979.01
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1: 3)
9.55
66684
6982.63
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
20.76
147271
7093.99
Providing and laying filter media with granular crushed aggregates (63-45 mm size st. ballast)as per specification to a thickness of not less than 600 mm / 300 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
17.28
58123
3363.62
Plain/reinforced cement concrete in (1:2.5:5) substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15
17.25
122516
7102.43
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-20 (nominal mix)
8.02
65760
8199.54
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-25 (nominal mix)
29.33
253036
8627.22
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.93
191146
65237.63
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
30
5157
171.91
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
2.5
7516
3006.77
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 using Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15
12.73
38276
3006.77
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast)
8.49
18691
2201.57
Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8
16.2
35665
2201.57
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
87.95
7409
84.25
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
975
162532
166.7
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
1591.61
350408
220.16
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
91.06
11604
127.44
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
9
12752
1416.96
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
17.4
54888
3154.53
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
100
208232
2082.32
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
10
65437
6543.72
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
210
1531170
7291.29
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
15
111125
7408.38
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