Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jun 2023
Closing Date27 Jun 2023
Tender Amount₹ 2,50,40,000
Costs
EMD
₹ 5,00,800Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_343054_24Bid Award Id
ViewTender No
SE, PWD Circle, Pratapgarh NIT No. 02/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
5775.75
82593
14.3
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1530
21879
14.3
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
1581.26
50600
32
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
155.3
4969
32
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
308.38
9868
32
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 (a) Add extra to above item per kg extra in emulsion per 10 sqm
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
7458.75
245392
32.9
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
5775.75
190022
32.9
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1530
50337
32.9
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
1581.26
56925
36
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
155.3
5590
36
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
308.38
11101
36
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
7458.75
284178
38.1
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
5775.75
220056
38.1
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1530
58293
38.1
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
7458.75
762284
102.2
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
5775.75
590281
102.2
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1530
156366
102.2
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
2561.25
263808
103
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
2223.75
229046
103
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
607.5
62572
103
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
9589.32
1121950
117
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
6950.19
813172
117
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
2729
319293
117
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
1208.32
1188981
984
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
935.68
920704
984
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
247.86
243894
984
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
1118.82
1382855
1236
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
866.37
1070827
1236
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
229.5
283662
1236
Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and depositing and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201).BY MECHANICAL MEANS.In area of Light Jungle
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
0.92
8883
9656
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
0.8
7724
9656
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
0.22
2124
9656
PART "B" : C.C WORK
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-
-
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
288.75
284130
984
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
412.5
405900
984
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
123.75
121770
984
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).300 mm dia
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
30
36360
1212
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
45
54540
1212
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
7.5
9090
1212
Dry lean cement concrete sub - base. Construction of
dry lean cement concrete 1:3:6 sub-base over a
prepared sub-grade with coarse and fine aggregate
conforming to IS: 383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not to
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-
-
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
275
784025
2851
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness design, over prepared sub base the 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 bit exceeding 25mm, mixed in 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, adn finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/ culvert and contruction joints, admixtures as approved, curing of concrete slabs for 14-days,
using curing compound and water finihsing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.
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-
-
1) Bagdari to Barkati Km. 2/300 (ML)
385
2091320
5432
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
550
2987600
5432
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
165
896280
5432
PART "C" : ROAD FURNISHING
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-
-
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
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-
-
1) Bagdari to Barkati Km. 2/300 (ML)
65
12090
186
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
50
9300
186
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
15
5745
383
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
6
2298
383
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
6
2298
383
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Hectometer stone (precast) . 200 m stone (precast)
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
10
4930
493
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
3
1479
493
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
3
1479
493
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.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
460
234600
510
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
100
51000
510
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
100
51000
510
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Ordinary kilometer stone (precast)
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
4
6908
1727
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
2
3454
1727
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
2
3454
1727
Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
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-
-
1) Bagdari to Barkati Km. 2/300 (ML)
4
11888
2972
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
1
2972
2972
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1
2972
2972
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
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-
-
1) Bagdari to Barkati Km. 2/300 (ML)
6
19908
3318
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
1
3318
3318
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1
3318
3318
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
1.8
7423
4124
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
0.9
3711
4124
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
0.9
3711
4124
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
3.6
26935
7482
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
1.8
13467
7482
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1.8
13467
7482
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
1
8300
8300
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
1
8300
8300
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
1
8300
8300
PART "F" : DRAIN WORK
-
-
-
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304).Ordinary soil
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
150
10650
71
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
300
21300
71
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
72
5112
71
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
18
62676
3482
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
36
125352
3482
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
8.64
30084
3482
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
5
20480
4096
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
10
40960
4096
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
2.4
9830
4096
Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
54
267246
4949
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
108
534492
4949
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
25.92
128278
4949
Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
1.89
168351
89075
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
3.78
336703
89075
3) Swaroopganj to Dhamaniya Jageer Km. 0/0 to 0/500 (ML)
0.91
81058
89075
PART "C" CD WORKS
-
-
-
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
383
27193
71
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
81.52
5787
71
Providing and filling in foundation trenches and at the back of abutment wing walls etc. and below pipe bed in layers not exceeding 150 mm thick including watering and compacting including all leads and lifts. Selected granular Material in filling ( MORTH sp. Clause 2200
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
153.16
64327
420
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
28.9
12138
420
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).. 300mm dia
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
22.5
27270
1212
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
13.1
39444
3011
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
5.24
15777
3011
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
11.87
41331
3482
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
201.93
827105
4096
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
53.48
219054
4096
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).. 1200mm dia
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
82.5
516367
6259
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
15
93885
6259
PART "F" Retaining Wall
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-
-
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. BY MECHANICAL MEANS Depth upto 3m
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
202.5
12960
64
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
55.35
3542
64
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
15
1710
114
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
15
1710
114
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
33.75
117517
3482
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
9.23
32138
3482
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
1) Bagdari to Barkati Km. 2/300 (ML)
405
1658880
4096
2) Subi to Kesunda Km. 0/0 to 2/0 (ML)
110.7
453427
4096
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