Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 13,29,26,397
Costs
EMD
₹ 26,58,528Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77482_1Bid Award Id
ViewTender No
2018-19(IV)-MG/02/02/76Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
50120
-
124
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
25060
-
210
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
50120.27
-
636
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
71134
-
65
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 301.5
4046
-
69
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
3404
-
320
BASE AND SUB-BASE
-
-
-
Waterproofing on Shoulders: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
11915.791
-
14.99
Waterproofing on Compacted Ground/Subgrade: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
20107.898
-
14.99
Water Resistant Stabilized base with Nanotechnology: Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed etc;
Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor etc. (2) Spread Cement 3% by weight of soil and aggregate mix etc.
(2) Apply 1 kg /cum organosilane Nanotechnology and 1 kg /cum nano acrylic copolymer etc.
(4) Spread 20 mm size aggregates on the graded soil-aggregate-cement surface etc..
(5).Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller etc.
(6) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer etc.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
5163.013
-
2693.72
Bituminous Work
-
-
-
Prime Coat With Nanotechnology: Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane nanotechnology : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
20601.91
-
24.71
Premix Carpet With Nanotechnology: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-65 penetration grade bitumen mixed with silane nanotechnology @ 0.1% by weight of bitumen S-65 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.
20601.91
-
190.28
Seal Coat with Nanotechnology: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-65grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge.
20601.91
-
63.99
CROSS DRAINAGE WORKS: 1X1.00 m Dia Pipe Culvert = 16 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1270.08
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
55.04
-
8888.4
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
427.84
-
5998.01
Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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 works in head walls and parapets Clause 1106.
100
-
9770.87
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc.
86.4
-
3576.48
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
30.72
-
8680.94
Backfilling in foundation trenches as per drawing and technical specification Clause 1108
36.96
-
156
CROSS DRAINAGE WORKS: 6 m Span Slab Culvert = 3 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
430.77
-
321
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
271.44
-
2712.48
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
53.85
-
8888.4
Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.
302.73
-
8557.94
Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.
378.12
-
8916.94
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
84.3
-
11853.66
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
4.482
-
82784.9
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
105
-
494.92
RCC BRIDGE (8.00 m Span) AT CHAINAGE 5.643 Km
-
-
-
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
352.87
-
305
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
(Refer to quantity estimation)
202.5
-
8888.4
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
66.6
-
10646.74
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
32
-
494.92
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.
F. RCC Grade M 25
1.Height up to 5.0 m
Case – I : Using Concrete Mixer
(i) Abutment Shaft
(ii) Dirt wall
(iii) Return wall
44.63
-
11240.82
Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.
Case – I : Using Concrete Mixer
B. RCC GRADE M 25
For RCC Solid Slab
1) Height up to 5.0 m
(Refer to quantity estimation)
12.24
-
11853.66
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) -Superstructure
0.17
-
81512.9
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Base slab
0.39
-
81463.9
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Sub structure
0.54
-
75391.9
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
3.57
-
17528.8
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. (Refer to quantity estimation)
3
-
22327
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
4
-
1455.75
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.78
-
8318.94
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification .
12.6
-
17434.04
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat
17.25
-
2707
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
11
-
319
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
A. Stone/Boulder
B. Cement concrete Blocks I) Concrete Grade M1
64
-
2379.32
Providing and laying Flooring complete as per drawing and technical specifications .Rubble Stone Laid in Cement Mortar1:3
28.8
-
7968.51
Curtain wall complete as per drawing and Technical specification cement concrete in grade M-15
54.99
-
2312
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
33
-
3395.4
RCC BRIDGE (12.65 m Span) AT CHAINAGE 3.944 Km
-
-
-
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
361.46
-
305
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
(Refer to quantity estimation)
428.07
-
8888.4
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
104.66
-
10646.74
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
32
-
494.92
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.
F. RCC Grade M 25
1.Height up to 5.0 m
Case – I : Using Concrete Mixer
(i) Abutment Shaft
(ii) Abutment cap
(iii) Dirt wall
(iv) Return wall
(v) Pier
41.88
-
11240.82
Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.
Case – I : Using Concrete Mixer
B. RCC GRADE M 25
For RCC Solid Slab
1) Height up to 5.0 m
(Refer to quantity estimation)
17.93
-
11853.66
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) -Superstructure
0.25
-
81512.9
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Base slab
0.66
-
81463.9
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification
(Refer to quantity estimation) - Sub structure
0.5
-
75391.9
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
5.2
-
17528.8
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. (Refer to quantity estimation)
3
-
22327
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
4
-
1455.75
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.78
-
8318.94
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification .
12.6
-
17434.04
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat
21.25
-
2707
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
11
-
319
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
A. Stone/Boulder
B. Cement concrete Blocks I) Concrete Grade M1
96
-
2379.32
Providing and laying Flooring complete as per drawing and technical specifications .Rubble Stone Laid in Cement Mortar1:3
43.2
-
7968.51
Curtain wall complete as per drawing and Technical specification cement concrete in grade M-15
54.99
-
2312
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
172.6
-
3395.4
Protection Work :- RETAINING WALL - 200 m
-
-
-
Earthwork:- Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
790.875
-
321
PCC (1:4:8)- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size)
140.025
-
5956
NET RRM (1:5 CM)-Providing and laying Random Rubble Stone masonry in cement morter 1:5 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge.
343.271
-
6120
NET RRM (DRY)- Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge.
274.47
-
2264.4
H.P.S. Filling :- Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
253.125
-
2712.48
Protection Work :- BREAST WALL (Gabion Wall) - 45 m
-
-
-
Earthwork:- Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
616.77
-
321
Gabian Structure for Retaining Earth:- 15.12 2503.3 Gabian Structure for Retaining Earth Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826,woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire
1246
-
2697
Geotextile Filter:- Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
890
-
119
DRAINAGE WORKS : LINED DRAIN =104 m
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
46.8
-
321
Providing (M-15) for plain concrete complete as per drawing and technical specification
24.367
-
8557.94
Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
162.448
-
780.05
DRAINAGE WORKS : UNLINED DRAIN =10053m
-
-
-
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
10053
-
90
ROAD FURNITURE WORKS
-
-
-
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. Logo Board at starting point (As per fig. 107 of Road signature under PMGSY published by the NRRDA on Dec'06)
1
-
37351.43
Logo Board of PMGSY Project (Every 2 Km interval)(As per fig.5 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
-
12000
Maintanance Board
1
-
37351.43
Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm s
1
-
37351.43
Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification
1
-
5831.75
Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specifacation
5
-
3420.74
Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification
23
-
913.57
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Equilaterial Triangle
141
-
3325.14
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Circular
31
-
3683.14
Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back.
(Ref. Annexure 18.1)
1
-
7088.14
Providing Intersection Improvement= 4 nos.
-
-
-
Construction of granular sub-base by providing well graded Material grading 2, spreading in uniform layers as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads
15
-
3260.21
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading II as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
9
-
4183.96
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading III as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
9
-
4356.72
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base and Bituminous including clearing as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc.
120
-
35.04
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
120
-
16.55
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
120
-
244.52
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
120
-
95.75
Bridge 26.05m span
-
-
-
SITE CLEARENCE
-
-
-
Clearing and Grubbing road land by mechanical means including uprooting rank vegetation, grass, bushes, shrubs saplings and trees of girth upto 300 mm, removal of stumps and stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable material with all lead up to 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
0.04
-
35799
EARTHWORK (Bridge Approach)
-
-
-
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
2666
-
124
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
1159
-
210
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
1969.818
-
636
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
2388.242
-
65
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 301.5
277.758
-
69
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
120
-
320
BASE AND SUB-BASE (Bridge Approach)
-
-
-
Waterproofing on Shoulders: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
478.397
-
14.99
Waterproofing on Compacted Ground/Subgrade: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
877.061
-
14.99
Water Resistant Stabilized base with Nanotechnology: Stabilized Sub-base / Base etc.
Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor etc. (2) Spread Cement 3% by weight of soil and aggregate mix etc. (2) Apply 1 kg /cum organosilane Nanotechnology and 1 kg /cum nano acrylic copolymer etc. (4) Spread 20 mm size aggregates on the graded soil-aggregate-cement surface to form 20-25 mm thick etc.
(5).Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne etc.
(6) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer etc.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
175.412
-
2693.72
Bituminous Work (Bridge Approach)
-
-
-
Prime Coat With Nanotechnology: Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane nanotechnology : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
797.33
-
24.71
Premix Carpet With Nanotechnology: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-65 penetration grade bitumen mixed with silane nanotechnology @ 0.1% by weight of bitumen S-65 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.
797.33
-
190.28
Seal Coat with Nanotechnology: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-65grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge.
797.33
-
63.99
Foundation
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. In ordinary Soil
(i) Depth upto 3.00 meter
297.48
-
256
(ii) 3.00 meter to 6.00 m Depth
300.95
-
305
III. Hard Rock (Requiring blasting)
184.93
-
595
PCC M 10 (i) Normal mix 1:3:6 in leveling course below Base slab of Foundation
14.27
-
7157.57
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. PCC M 20 Grade
23.04
-
8013.6
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
96.77
-
9016.6
Supplying, fitting and palcing HYSD bar reinforcement in foundation complete as per drawing and technical specifications clause 1000 and 1202
12.12
-
80609.2
Sub-structure
-
-
-
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.
F. RCC Grade M 25
1.Height up to 5.0 m
Case – I : Using Concrete Mixer
(i) Abutment Shaft
(ii) Abutment cap
(iii) Dirt wall
(iv) Return wall
(v) Pier
138.81
-
9550.44
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications clause 1002, 1005, 1010 & 1202
19.02
-
80734.2
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
80
-
492.35
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. (Refer to quantity estimation)
60060
-
2
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification clause 1204.3.8 (i) Granular material
511.18
-
1775.04
Superstructure
-
-
-
Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.
Case – I : Using Concrete Mixer
B. RCC GRADE M 25
For RCC Solid Slab
1) Height up to 5.0 m
91.95
-
10198.94
Supplying, fitting and placing uncoated HYSD bar reinforcement in super structure complete as per drawing and Technical Specification
20.16
-
80658.2
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
10.75
-
15744.34
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat
69.5
-
3287.65
Providing and laying a buried expansion joint, expansion gap being 20, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed synmetrical to centre line of the joint, resting freely over the top surface of the deck concrete
12.8
-
2420
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification
12.8
-
359
Drainage spouts complete as per approved drawings and technical specifications.
10
-
1452.5
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification.
9.9
-
14892.22
Protection work:
-
-
-
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
A. Stone/Boulder
B. Cement concrete Blocks I) Concrete Grade M1
253.76
-
1233.56
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
126.88
-
3280.56
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25
234.75
-
5467.09
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
RCC Guard Post:- Supply, Fitting, and Fixing R.C. Guard : Post 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement including loading into the truck and unloading at site complete in all respects.
195
-
1025
Maintenance for Road Work
-
-
-
Ist Year
5.739
-
364205.47
IInd Year
5.739
-
400626.06
IIIrd Year
5.739
-
440688.6
IVth Year
5.739
-
484757.44
Vth Year
5.739
-
533233.21
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