Public Works Department Tender
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Costs
EMD
₹ 2,42,920Document Cost
₹ 1,500Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_394536_3Tender No
NIT No. 01/2024-25 SE PWD Circle RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
2062.5
6187
3
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Khandel to Bagatpura Km 0/550 to 4/250
3375
10125
3
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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)
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
585
62595
107
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Khandel to Bagatpura Km 0/550 to 4/250
1110
118770
107
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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.)
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
661.25
671168
1015
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Khandel to Bagatpura Km 0/550 to 4/250
825
837375
1015
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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 502 ( Low Porosity )
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
4687.5
159375
34
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Khandel to Bagatpura Km 0/550 to 4/250
11475
390150
34
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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 503
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
4875
53625
11
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Khandel to Bagatpura Km 0/550 to 4/250
11475
126225
11
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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 .
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
4875
468000
96
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Khandel to Bagatpura Km 0/550 to 4/250
11475
1101600
96
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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
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
4875
187687
38.5
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Khandel to Bagatpura Km 0/550 to 4/250
11475
441787
38.5
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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 , spread, compacted and finished with Screed vibrator & plate vibrator 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, finishing to lines and grades including Vaccume dewatering , all work as per drawing and specifications )M-30
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
610
3147600
5160
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Khandel to Bagatpura Km 0/550 to 4/250
770
3973200
5160
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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 Ordinary soil, upto 3 m depth
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
55.66
2727
49
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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.)
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
6.77
23282
3439
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Using concrete Mixer
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
33.63
158699
4719
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
0.79
70237
88908
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed 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
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
7.5
37500
5000
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed 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
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
15
38700
2580
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed 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 . ), 300 mm dia
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
15
12750
850
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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)
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-
-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
-
-
-
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Khandel to Bagatpura Km 0/550 to 4/250
4
6128
1532
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Providing and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .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. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing .
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-
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Gilund to Surawas via Gangas Km 0/0 to 2/00
1
8500
8500
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Khandel to Bagatpura Km 0/550 to 4/250
1
8500
8500
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