Public Works Department Tender
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Costs
EMD
₹ 8,76,460Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_432333_3Tender No
NIT-NO-05/2024-25 SE PWD CIRCLE NAGAURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Bairaws to Tadawash
0.6
9600
5760
Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials.
-
-
-
Nagaur Saleu Road Km 1/0 to 4/0
4875
13
63375
Bairaws to Tadawash
3700
13
48100
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper
-
-
-
A/R to Dujasar Km 0/0 to 1/0
114.75
38
4360.5
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301 to 305 _____do___________ with lead upto - 50mtr
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
3750
52
195000
Nagaur Saleu Road Km 1/0 to 4/0
1435
52
74620
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In ordInary soil manually including breaking of clods
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
4000
54
216000
Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).as per MoRTH specifaction table 400-1,400-2: iii) Grading lll
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
3768.75
380
1432125
Nagaur Saleu Road Km 1/0 to 4/0
1489.75
380
566105
Bairaws to Tadawash
1350
380
513000
Osian Birloka Khinvsar road SH 87 at panchala sidha village portion.
94.3
380
35834
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
721.88
1250
902350
Nagaur Saleu Road Km 1/0 to 4/0
365.63
1250
457037.5
Bairaws to Tadawash
281.25
1250
351562.5
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
945.53
1400
1323742
Nagaur Saleu Road Km 1/0 to 4/0
427.5
1400
598500
Bairaws to Tadawash
281.25
1400
393750
Add Extra For WBM patching Work
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
223.65
37
8275.05
Nagaur Saleu Road Km 1/0 to 4/0
61.88
37
2289.56
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications 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 CIause- 502,112 '7.0-10.0 kg /10 Sqm
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
9625
29
279125
Nagaur Saleu Road Km 1/0 to 4/0
4875
29
141375
Bairaws to Tadawash
3750
29
108750
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 On surface treated with primer 2.50 to3.0 kg/10sqm
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
9625
12
115500
Nagaur Saleu Road Km 1/0 to 4/0
4875
12
58500
Bairaws to Tadawash
3750
12
45000
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 'On existing BT surface 2.00 to 2 .50 kg /10sqm
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
99400
9
984060
Nagaur Saleu Road Km 1/0 to 4/0
8250
9
81675
Bairaws to Tadawash
7500
9
74250
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 6, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with all lead. For grading-1 (layer thickness above 75mm) 'b) with bitumen grade 60/70 (VG-30)
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
2450
4700
11515000
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping 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 and seal coat with all lead for mix of material (MoRTH Specification : Clause 510,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. 'b) with bitumen grade 60/70 (VG-30)
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
109025
104
11338600
Nagaur Saleu Road Km 1/0 to 4/0
13125
104
1365000
Bairaws to Tadawash
11250
104
1170000
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 antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511] with all lead 'b) with bitumen grade 60/70 (VG-30)
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
109025
36
3957607.5
Nagaur Saleu Road Km 1/0 to 4/0
13125
36
476437.5
Bairaws to Tadawash
11250
36
408375
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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
-
-
-
Osian Birloka Khinvsar road SH 87 at panchala sidha village portion.
64.98
2520
163749.6
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement , coarse and fine aggregate conforming to IS: 383 as per design mix, 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 membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Design mix grade M30
-
-
-
Osian Birloka Khinvsar road SH 87 at panchala sidha village portion.
126.5
5350
676775
Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Hard soil with pick work
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
92
120
11040
Nagaur Saleu Road Km 1/0 to 4/0
57.5
120
6900
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
13.8
2860
39468
Nagaur Saleu Road Km 1/0 to 4/0
8.63
2860
24681.8
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with stone aggregate 40 mm hand broken aggregate.
-
-
-
A/R to Dujasar Km 0/0 to 1/0
22.95
2620
60129
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry 'In cement mortar 1:6
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
100.8
2400
241920
Nagaur Saleu Road Km 1/0 to 4/0
63
2400
151200
A/R to Dujasar Km 0/0 to 1/0
146.88
2400
352512
Providing Cement pointing 1:2 flush or ruled on Brick-on-edge floor at all levels as per MoRTH Specfication : Clause 1000 & 1300 'Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
A/R to Dujasar Km 0/0 to 1/0
91.8
75
6885
Providing Cement plaster 20mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
120
135
16200
Nagaur Saleu Road Km 1/0 to 4/0
75
135
10125
Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
32
325
10400
Nagaur Saleu Road Km 1/0 to 4/0
20
325
6500
A/R to Dujasar Km 0/0 to 1/0
40.8
325
13260
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900
NP-3 600 mm dia
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
15
3516
52740
S & F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete.
-
-
-
Ordinary km stone for NH
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
16
1950
31200
200 Mts Stone
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
60
600
36000
Supply of Cat's Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side.
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
1500
230
345000
Bairaws to Tadawash
280
230
64400
Fixing of cat's eyes on road surface/walls including transportation, excavation etc. complete.
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
1500
60
90000
Bairaws to Tadawash
280
60
16800
Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.9, 800.10 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
2783.87
600
1670322
Bairaws to Tadawash
400
600
240000
Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect.
-
-
-
Bairaws to Tadawash
21
3300
69300
Supply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle
-
-
-
Nagaur Saleu Road Km 1/0 to 4/0
2
1700
3400
Bairaws to Tadawash
2
1700
3400
Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
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-
-
Nagaur Saleu Road Km 1/0 to 4/0
2
2420
4840
A/R to Dujasar Km 0/0 to 1/0
1
2420
2420
Bairaws to Tadawash
2
2420
4840
Installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 4 : 8 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete.
-
-
-
For single post
-
-
-
Bairaws to Tadawash
2
500
1000
For double post
-
-
-
Bairaws to Tadawash
2
900
1800
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 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 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 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect
-
-
-
Alay - Satheran Chilla Mukam Road ODR-04 Km 0/0 to 16/0
1
9800
9800
Nagaur Saleu Road Km 1/0 to 4/0
1
9800
9800
Bairaws to Tadawash
1
9800
9800
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