Public Works Department Tender
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Costs
EMD
₹ 3,49,760Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_428352_4Bid Award Id
ViewTender No
NIT No. 07/2024-25 EE PWD Dn. BHIMTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
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Documents
BOQ Items
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
0.75
14557
10917.75
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
0.27
14557
3930.39
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
0.27
14557
3930.39
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
900
107
96300
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
1425
107
152475
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
300
107
32100
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
382.5
107
40927.5
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
382.5
107
40927.5
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
-
-
-
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
787.5
47
37012.5
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
168.75
1015
171281.25
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
632.82
1015
642312.3
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
168.75
1015
171281.25
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
106.87
1015
108473.05
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
106.87
1015
108473.05
Primer Coat 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity )
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
1125
34
38250
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
1312.5
34
44625
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
937.5
34
31875
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
243.75
34
8287.5
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
243.75
34
8287.5
tack coat 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.
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
11812.5
11
129937.5
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
13781.25
11
151593.75
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
1875
11
20625
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
2559.38
11
28153.18
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
2559.38
11
28153.18
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)Case - I: Mechanical method using Penetration grade Bitumen VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
11812.5
96
1134000
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
13781.25
96
1323000
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
1875
96
180000
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
2559.38
96
245700.48
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
2559.38
96
245700.48
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) By VG - 30
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
11812.5
38
454781.25
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
13781.25
38
530578.13
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
1875
38
72187.5
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
2559.38
38
98536.13
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
2559.38
38
98536.13
Embankment Construction with Material Obtained from Borrow Pits (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 to meet requirement of table 300-2)
-
-
-
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
368
90
33120
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) M-30
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
43.88
5160
226420.8
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
349.5
5160
1803420
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
112.5
5160
580500
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
140.63
5160
725650.8
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
140.63
5160
725650.8
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
12
3243
38916
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
16
3243
51888
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
6
3243
19458
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
6
3243
19458
Providing and fixing of precast concrete interlocking blocks of M 30 grade manufactured from fully computerised automatic stationer hydraulic vibro pressed machine and fully computerised automatic batching plant of class A1 / A2 as per BS 6717: 2001 with rubber mould technology including painting with lacker polishing. The CC interlocking paving Blocks be laid on average 50 mm thick bed of coarse sand and the joint on is to be filled with fine sand. laying procedure on compacted subbase as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead and lift and taxes. P & F –do--80mm thick (M-30 Grade) –do--
-
-
-
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
368
550
202400
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of made of tow MS Sheet of 1.6 MM thick each of Size 900mmX750MM stiffend by angle iron 25mm X 25 MM X 3MM all around the plate & paltes fixed on frame of 75mm dia pipe of 12 SWG sheet (Vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mm X 600 MM X 750 MM size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic 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 specification.
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
2
8712
17424
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
2
8712
17424
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
1
8712
8712
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
1
8712
8712
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
1
8712
8712
Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
1
8239
8239
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
1
8239
8239
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
1
8239
8239
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
1
8239
8239
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
1
8239
8239
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
1.5
12508
18762
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
3
12508
37524
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
0.75
12508
9381
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
1.5
12508
18762
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
1.5
12508
18762
Kilo Metre Stone (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) Ordinary kilometer stone (precast)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
4
1532
6128
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
5
1532
7660
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
2
1532
3064
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
2
1532
3064
Hectometer stone (Precast)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
11
461
5071
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
15
461
6915
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
3
461
1383
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
3
461
1383
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
149
368
54832
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
667
368
245456
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
107
368
39376
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
107
368
39376
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
255
12
3060
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
255
12
3060
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
195
12
2340
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
195
12
2340
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe 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 . ) 600 mm dia
-
-
-
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
15
2580
38700
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Mechanical Means Depth upto 3 m
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
166.85
62
10344.7
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
333.85
62
20698.7
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
84
62
5208
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
11.85
62
734.7
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
11.85
62
734.7
PCC 1:3:6 in Foundation (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.)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
23.06
3439
79303.34
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
33.56
3439
115412.84
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
14
3439
48146
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
5.84
3439
20083.76
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
5.84
3439
20083.76
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M20
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
12.78
4416
56436.48
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
12.78
4416
56436.48
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
30
4416
132480
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
6.39
4416
28218.24
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
6.39
4416
28218.24
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
129.94
467
60681.98
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
180.6
467
84340.2
Granular Sub-base with Close Graded Material (Table:- 400-1)By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading-III Material
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
43.88
224
9829.12
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
462
224
103488
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete 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 exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
43.88
2321
101845.48
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
68.25
2321
158408.25
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
55.2
2321
128119.2
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
287.61
4461
1283028.21
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
434.98
4461
1940445.78
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
49.2
4461
219481.2
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
49.2
4461
219481.2
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
2.5
88013
220032.5
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
3.97
88013
349411.61
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
0.25
88013
22003.25
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
0.25
88013
22003.25
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe 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 . ) 1000 mm dia
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
15
5000
75000
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
15
5000
75000
ODR-12 Km 25/0 to Rajwa Biliyawas Road (Km 3/0 to 4/10 )
15
5000
75000
NH-8 Peladol to Shiv Mandir (km 0/0 to 0/750)
15
5000
75000
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
-
-
-
NH-8 Avalsaara to Ruparel via Katho Ka Talab (Km 0/0 to 3/0 )
30
115
3450
Togi Kukra Road (Km 0/0 to 3/0, 8/0 to 12/10 )
53
115
6095
By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- II Material
-
-
-
NH-8 km 120 Kushalpura (km 1/500 to 3/00 )
55.2
231
12751.2
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