Public Works Department Tender
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Costs
EMD
₹ 1,81,760Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_425575_3Bid Award Id
ViewTender No
NIT No. 04/2024-25 EE PWD Dn. AmetTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R Vevar Mahadev Road CH.- 0/500
16.88
17128
1015
Madri (SH-12) To Lasani Tal UpTo NH-58 Via Amet Deogarh CH.33/850
5.63
5709
1015
A/R TO GUMAN SINGH KA GUDA CH.0/750
16.5
16747
1015
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 )
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-
-
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
82.5
425700
5160
A/R Vevar Mahadev Road CH.- 0/500
16.88
87075
5160
A/R TO GUMAN SINGH KA GUDA CH.0/750
24.75
127710
5160
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--
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-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
165
90750
550
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.)Manual Means Ordinary soil Upto 3 m depth
-
-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
334.8
16405
49
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
72.9
3572
49
A/R Vevar Mahadev Road CH.- 0/500
176.4
8643
49
Madri (SH-12) To Lasani Tal UpTo NH-58 Via Amet Deogarh CH.33/850
94.5
4630
49
A/R TO GUMAN SINGH KA GUDA CH.0/750
54
2646
49
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.)
-
-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
26.04
89551
3439
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
5.67
19499
3439
A/R Vevar Mahadev Road CH.- 0/500
11.03
37914
3439
Madri (SH-12) To Lasani Tal UpTo NH-58 Via Amet Deogarh CH.33/850
7.88
27082
3439
A/R TO GUMAN SINGH KA GUDA CH.0/750
4.2
14443
3439
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M20
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-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
722.01
3188396
4416
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
186
821376
4416
A/R Vevar Mahadev Road CH.- 0/500
3.68
16228
4416
Madri (SH-12) To Lasani Tal UpTo NH-58 Via Amet Deogarh CH.33/850
241.5
1066464
4416
A/R TO GUMAN SINGH KA GUDA CH.0/750
120
529920
4416
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 . )(D)600 mm dia
-
-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
15
38700
2580
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
15
38700
2580
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification (III)Random Rubble Masonry (ii)in cement mortar 1:6
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-
-
A/R Vevar Mahadev Road CH.- 0/500
323.4
1060752
3280
Plastering with cement mortar (1:3 ) on brick work/Stone work in sub-structure as per Technical specifications
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-
-
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
200
23200
116
A/R Vevar Mahadev Road CH.- 0/500
147
17052
116
A/R TO GUMAN SINGH KA GUDA CH.0/750
100
11600
116
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 . ).(B)1000 mm dia
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-
A/R TO GUMAN SINGH KA GUDA CH.0/750
22.5
112500
5000
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
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-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
95
10925
115
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
30
3450
115
A/R Vevar Mahadev Road CH.- 0/500
25
2875
115
Madri (SH-12) To Lasani Tal UpTo NH-58 Via Amet Deogarh CH.33/850
50
5750
115
A/R TO GUMAN SINGH KA GUDA CH.0/750
20
2300
115
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (I)Granular material
-
-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
156
72852
467
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
45
21015
467
A/R Vevar Mahadev Road CH.- 0/500
105
49035
467
Madri (SH-12) To Lasani Tal UpTo NH-58 Via Amet Deogarh CH.33/850
113.75
53121
467
A/R TO GUMAN SINGH KA GUDA CH.0/750
37.5
17512
467
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
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-
A/R TO GUMAN SINGH KA GUDA CH.0/750
8.4
9550
1137
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
-
-
-
Amet Nagar Po Bag To Bhopalpura Road CH. - 0/750
4
355632
88908
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
1.2
106689
88908
Madri (SH-12) To Lasani Tal UpTo NH-58 Via Amet Deogarh CH.33/850
1.5
133362
88908
A/R TO GUMAN SINGH KA GUDA CH.0/750
0.4
35563
88908
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 )
-
-
-
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
750
25500
34
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50
-
-
-
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
750
8250
11
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.)(i)Case - I: Mechanical method using Penetration grade Bitumen VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
750
72000
96
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)(ii b)Case - III : Type C (Providing and laying of premix 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
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-
-
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
750
40125
53.5
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
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-
-
Makarda To Pardi Via Racheti Dedwana CH.- 9/850
250
3000
12
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