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₹ 2,59,00,000
Costs
EMD
₹ 5,18,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_343054_26Bid 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) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
9562.5
136743
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) A/R Bambori Km. 0/0 to 2/0 (ML)
1791.56
57329
32
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
2712.65
86804
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) A/R Bambori Km. 0/0 to 2/0 (ML)
6693.75
220224
32.9
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
9562.5
314606
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
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-
-
1) A/R Bambori Km. 0/0 to 2/0 (ML)
1791.56
64496
36
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
2712.65
97655
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
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-
-
1) A/R Bambori Km. 0/0 to 2/0 (ML)
6693.75
255031
38.1
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
9562.5
364331
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
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-
-
1) A/R Bambori Km. 0/0 to 2/0 (ML)
6693.75
684101
102.2
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
9562.5
977287
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) A/R Bambori Km. 0/0 to 2/0 (ML)
2336.25
240633
103
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
3337.5
343762
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) A/R Bambori Km. 0/0 to 2/0 (ML)
10179.23
1190969
117
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
8159.35
954643
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) A/R Bambori Km. 0/0 to 2/0 (ML)
1084.39
1067034
984
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
1549.13
1524343
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) A/R Bambori Km. 0/0 to 2/0 (ML)
1004.07
1241024
1236
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
1434.38
1772893
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) A/R Bambori Km. 0/0 to 2/0 (ML)
0.84
8111
9656
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
1.2
11587
9656
PART "B" : C.C WORK
-
-
-
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) A/R Bambori Km. 0/0 to 2/0 (ML)
288.75
284130
984
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
275
270600
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) A/R Bambori Km. 0/0 to 2/0 (ML)
37.5
45450
1212
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
75
90900
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
-
-
-
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (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.
-
-
-
1) A/R Bambori Km. 0/0 to 2/0 (ML)
385
2091320
5432
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
550
2987600
5432
PART "C" : ROAD FURNISHING
-
-
-
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) A/R Bambori Km. 0/0 to 2/0 (ML)
110
20460
186
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
180
33480
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) A/R Bambori Km. 0/0 to 2/0 (ML)
15
5745
383
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
15
5745
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) A/R Bambori Km. 0/0 to 2/0 (ML)
10
4930
493
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
12
5916
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) A/R Bambori Km. 0/0 to 2/0 (ML)
400
204000
510
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
600
306000
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) A/R Bambori Km. 0/0 to 2/0 (ML)
3
5181
1727
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
4
6908
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) A/R Bambori Km. 0/0 to 2/0 (ML)
4
11888
2972
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
4
11888
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) A/R Bambori Km. 0/0 to 2/0 (ML)
6
19908
3318
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
6
19908
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) A/R Bambori Km. 0/0 to 2/0 (ML)
1.8
7423
4124
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
1.8
7423
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) A/R Bambori Km. 0/0 to 2/0 (ML)
3.6
26935
7482
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
3.6
26935
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) A/R Bambori Km. 0/0 to 2/0 (ML)
1
8300
8300
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
1
8300
8300
PART "D" Retaining Wall
-
-
-
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) A/R Bambori Km. 0/0 to 2/0 (ML)
108
6912
64
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
216
13824
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) A/R Bambori Km. 0/0 to 2/0 (ML)
15
1710
114
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (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) A/R Bambori Km. 0/0 to 2/0 (ML)
18
62676
3482
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
36
125352
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) A/R Bambori Km. 0/0 to 2/0 (ML)
216
884736
4096
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
432
1769472
4096
PART "E" : 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) A/R Bambori Km. 0/0 to 2/0 (ML)
165
11715
71
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
352.5
25027
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) A/R Bambori Km. 0/0 to 2/0 (ML)
19.8
68943
3482
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
42.3
147288
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) A/R Bambori Km. 0/0 to 2/0 (ML)
5.5
22528
4096
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
11.75
48128
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) A/R Bambori Km. 0/0 to 2/0 (ML)
59.4
293970
4949
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
126.9
628028
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) A/R Bambori Km. 0/0 to 2/0 (ML)
2.08
185276
89075
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
4.44
395493
89075
PART "F" : C. D. 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) A/R Bambori Km. 0/0 to 2/0 (ML)
227.66
16163
71
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
292.28
20751
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) A/R Bambori Km. 0/0 to 2/0 (ML)
57.8
24276
420
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
57.8
24276
420
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. Filter media behind abutment wing walls and return walls (MORTH sp. Clause 2505)
-
-
-
1) A/R Bambori Km. 0/0 to 2/0 (ML)
24.91
15269
613
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
49.82
30539
613
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) A/R Bambori Km. 0/0 to 2/0 (ML)
10.48
31555
3011
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
10.48
31555
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) A/R Bambori Km. 0/0 to 2/0 (ML)
4.18
14554
3482
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
8.36
29109
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) A/R Bambori Km. 0/0 to 2/0 (ML)
139.88
572948
4096
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
172.8
707788
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) A/R Bambori Km. 0/0 to 2/0 (ML)
45
281655
6259
2) Gomana to Chauhankheda Km. 0/0 to 3/0 (ML)
60
375540
6259
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