Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Renewal Work Of Various Non Patchable Roads Under Package No R.j.-48-01/n.p./2025-26 in Salumber, Rajasthan, with an estimated contract value of Rs. 2,57,00,000. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 5,14,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CEPWD_473822_3Tender No
NIT No 08/2025-26 EE PWD DN SALUMBERTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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RUAO TO RANDELA
1.08
12513
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means.In area of thorny jungle
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
0.175
15386
-
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SALUMBER BYEPASS TO DAL
1
15386
-
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A/R KAPURAWATO KA BARA
0.5
15386
-
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DAL TO PILUDA
1
15386
-
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A/R VESHMA
1
15386
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
0.4
15386
-
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DOLPURA TO GAMDAPAL
1
15386
-
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
187.5
15
-
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SALUMBER BYEPASS TO DAL
750
15
-
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A/R KAPURAWATO KA BARA
375
15
-
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DAL TO PILUDA
750
15
-
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A/R VESHMA
750
15
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
1312.5
15
-
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DOLPURA TO GAMDAPAL
2418.75
15
-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
393.75
59
-
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SALUMBER BYEPASS TO DAL
2250
59
-
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A/R KAPURAWATO KA BARA
1125
59
-
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DAL TO PILUDA
2250
59
-
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KHEERWARA TO BARA
621
59
-
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DAGAR TO KHARADI BHAGAL
575
59
-
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RUAO TO RANDELA
621
59
-
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A/R VESHMA
2250
59
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
1125
59
-
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DOLPURA TO GAMDAPAL
899.9999999999999
59
-
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Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading II Material
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
30.374999999999996
482
-
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SALUMBER BYEPASS TO DAL
182.24999999999997
482
-
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A/R KAPURAWATO KA BARA
60.74999999999999
482
-
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DAL TO PILUDA
182.24999999999997
482
-
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A/R VESHMA
182.24999999999997
482
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
259.4025
482
-
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DOLPURA TO GAMDAPAL
249.07499999999996
482
-
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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.) By Mechanical Means with all lead.
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
47.8125
1147
-
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SALUMBER BYEPASS TO DAL
248.625
1147
-
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A/R KAPURAWATO KA BARA
95.625
1147
-
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DAL TO PILUDA
248.625
1147
-
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KHEERWARA TO BARA
258.19
1147
-
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DAGAR TO KHARADI BHAGAL
191.25
1147
-
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RUAO TO RANDELA
258.19
1147
-
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A/R VESHMA
248.625
1147
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
378.86625000000004
1147
-
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DOLPURA TO GAMDAPAL
481.95000000000005
1147
-
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
382.5
31
-
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SALUMBER BYEPASS TO DAL
1912.5
31
-
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A/R KAPURAWATO KA BARA
765
31
-
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DAL TO PILUDA
1912.5
31
-
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KHEERWARA TO BARA
2462.35
31
-
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DAGAR TO KHARADI BHAGAL
1797.75
31
-
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RUAO TO RANDELA
2486.25
31
-
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A/R VESHMA
1912.5
31
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
2972.025
31
-
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DOLPURA TO GAMDAPAL
4035.375
31
-
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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 MoRTH Specification Clause 503.
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
2295
11
-
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SALUMBER BYEPASS TO DAL
5737.5
11
-
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A/R KAPURAWATO KA BARA
3060
11
-
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DAL TO PILUDA
5737.5
11
-
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KHEERWARA TO BARA
9849.38
11
-
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DAGAR TO KHARADI BHAGAL
8988.75
11
-
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RUAO TO RANDELA
9945
11
-
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A/R VESHMA
5737.5
11
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
852.975
11
-
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DOLPURA TO GAMDAPAL
7650
11
-
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20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30)
-
-
-
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KHEERWARA TO BARA
9849.38
135
-
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DAGAR TO KHARADI BHAGAL
8988.75
135
-
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RUAO TO RANDELA
9945
135
-
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. (Bitumen VG-30) (By mechnical means) Waste Plastic @ 8% of bitumen.Case - II By Mechanical Means Bitumen (VG-30)
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
2677.5
137
-
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SALUMBER BYEPASS TO DAL
7650
137
-
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A/R KAPURAWATO KA BARA
3825
137
-
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DAL TO PILUDA
7650
137
-
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A/R VESHMA
7650
137
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
3825
137
-
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DOLPURA TO GAMDAPAL
7650
137
-
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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, Type B and Type C as per MoRTH Specification Clause 511) By Mechanical Means Case - I : Type A Bitumen (VG-30)
-
-
-
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KHEERWARA TO BARA
9849.38
57
-
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DAGAR TO KHARADI BHAGAL
8988.75
57
-
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RUAO TO RANDELA
9945
57
-
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.By Mechanical Means.Case - II : Type B Bitumen (VG-30)
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
2677.5
44
-
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SALUMBER BYEPASS TO DAL
7650
44
-
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A/R KAPURAWATO KA BARA
3825
44
-
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DAL TO PILUDA
7650
44
-
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A/R VESHMA
7650
44
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
3825
44
-
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DOLPURA TO GAMDAPAL
7650
44
-
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Cement Concrete Pavement (Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge 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 Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).
-
-
-
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KHEERWARA TO BARA
71.72
6000
-
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DAGAR TO KHARADI BHAGAL
86.06
6000
-
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RUAO TO RANDELA
57.38
6000
-
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DOLPURA TO GAMDAPAL
82.5
6000
-
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Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801)
-
-
-
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Ordinary Kilometer stone (precast)
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
2
1738
-
... More
SALUMBER BYEPASS TO DAL
3
1738
-
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A/R KAPURAWATO KA BARA
2
1738
-
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DAL TO PILUDA
3
1738
-
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KHEERWARA TO BARA
4
1738
-
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DAGAR TO KHARADI BHAGAL
4
1738
-
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RUAO TO RANDELA
4
1738
-
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A/R VESHMA
3
1738
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
2
1738
-
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DOLPURA TO GAMDAPAL
3
1738
-
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Hectometer stone (precast)
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
3
407
-
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SALUMBER BYEPASS TO DAL
8
407
-
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A/R KAPURAWATO KA BARA
4
407
-
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DAL TO PILUDA
8
407
-
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KHEERWARA TO BARA
6
407
-
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DAGAR TO KHARADI BHAGAL
5
407
-
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RUAO TO RANDELA
6
407
-
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A/R VESHMA
8
407
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
4
407
-
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DOLPURA TO GAMDAPAL
8
407
-
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807)
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
8
418
-
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SALUMBER BYEPASS TO DAL
20
418
-
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A/R KAPURAWATO KA BARA
8
418
-
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DAL TO PILUDA
20
418
-
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A/R VESHMA
20
418
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
8
418
-
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DOLPURA TO GAMDAPAL
24
418
-
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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 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 600 mm equilateral triangle
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
6
3696
-
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SALUMBER BYEPASS TO DAL
15
3696
-
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A/R KAPURAWATO KA BARA
8
3696
-
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DAL TO PILUDA
15
3696
-
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KHEERWARA TO BARA
4
3696
-
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DAGAR TO KHARADI BHAGAL
4
3696
-
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RUAO TO RANDELA
4
3696
-
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A/R VESHMA
15
3696
-
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A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
8
3696
-
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DOLPURA TO GAMDAPAL
15
3696
-
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Direction and Place Identification signs upto 0.9 sqm size board. Retro-reflectorised Traffic Signs (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board)
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
4.32
13272
-
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SALUMBER BYEPASS TO DAL
4.32
13272
-
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A/R KAPURAWATO KA BARA
4.32
13272
-
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DAL TO PILUDA
4.32
13272
-
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KHEERWARA TO BARA
1.08
13272
-
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DAGAR TO KHARADI BHAGAL
1.08
13272
-
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RUAO TO RANDELA
1.08
13272
-
... More
A/R VESHMA
4.32
13272
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
4.32
13272
-
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DOLPURA TO GAMDAPAL
4.32
13272
-
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Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
158
500
-
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SALUMBER BYEPASS TO DAL
544
500
-
... More
A/R KAPURAWATO KA BARA
248
500
-
... More
DAL TO PILUDA
544
500
-
... More
KHEERWARA TO BARA
214.92
500
-
... More
DAGAR TO KHARADI BHAGAL
212.5
500
-
... More
RUAO TO RANDELA
209.52
500
-
... More
A/R VESHMA
544
500
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
248
500
-
... More
DOLPURA TO GAMDAPAL
544
500
-
... More
Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements.
-
-
-
... More
GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
3.75
2593
-
... More
SALUMBER BYEPASS TO DAL
22.5
2593
-
... More
A/R KAPURAWATO KA BARA
7.5
2593
-
... More
DAL TO PILUDA
22.5
2593
-
... More
A/R VESHMA
22.5
2593
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
7.5
2593
-
... More
DOLPURA TO GAMDAPAL
22.5
2593
-
... More
Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm 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 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 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
1
9069
-
... More
SALUMBER BYEPASS TO DAL
1
9069
-
... More
A/R KAPURAWATO KA BARA
1
9069
-
... More
DAL TO PILUDA
1
9069
-
... More
KHEERWARA TO BARA
1
9069
-
... More
DAGAR TO KHARADI BHAGAL
1
9069
-
... More
RUAO TO RANDELA
1
9069
-
... More
A/R VESHMA
1
9069
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
1
9069
-
... More
DOLPURA TO GAMDAPAL
1
9069
-
... More
Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates 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 600mmx 600mm 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.
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
1
9847
-
... More
SALUMBER BYEPASS TO DAL
1
9847
-
... More
A/R KAPURAWATO KA BARA
1
9847
-
... More
DAL TO PILUDA
1
9847
-
... More
A/R VESHMA
1
9847
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
1
9847
-
... More
DOLPURA TO GAMDAPAL
1
9847
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
-
-
-
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GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
16.5
178
-
... More
SALUMBER BYEPASS TO DAL
16.5
178
-
... More
A/R KAPURAWATO KA BARA
16.5
178
-
... More
DAL TO PILUDA
16.5
178
-
... More
KHEERWARA TO BARA
95.7
178
-
... More
DAGAR TO KHARADI BHAGAL
82.5
178
-
... More
RUAO TO RANDELA
111.06
178
-
... More
A/R VESHMA
16.5
178
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
16.5
178
-
... More
DOLPURA TO GAMDAPAL
66
178
-
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & MoRTH Specification Clause 2908
-
-
-
... More
GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
2.25
3091
-
... More
SALUMBER BYEPASS TO DAL
2.25
3091
-
... More
A/R KAPURAWATO KA BARA
2.25
3091
-
... More
DAL TO PILUDA
2.25
3091
-
... More
KHEERWARA TO BARA
14.36
3091
-
... More
DAGAR TO KHARADI BHAGAL
12.38
3091
-
... More
RUAO TO RANDELA
16.032
3091
-
... More
A/R VESHMA
2.25
3091
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
2.25
3091
-
... More
DOLPURA TO GAMDAPAL
9
3091
-
... More
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and MoRTH specification Clasue 2908 Random Rubble Masonry In 1:6 cement mortar
-
-
-
... More
KHEERWARA TO BARA
134.13
2994
-
... More
DAGAR TO KHARADI BHAGAL
115.63
2994
-
... More
RUAO TO RANDELA
123.67999999999999
2994
-
... More
Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonry In 1:4 cement mortar
-
-
-
... More
RUAO TO RANDELA
13.66
3267
-
... More
Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clause 1313; 50 mm thick
-
-
-
... More
KHEERWARA TO BARA
29
246
-
... More
DAGAR TO KHARADI BHAGAL
25
246
-
... More
RUAO TO RANDELA
34
246
-
... More
Pointing with Cement Mortar (1:3) on brickwork as per MoRTH specification Clause 1312.3
-
-
-
... More
KHEERWARA TO BARA
116
85
-
... More
DAGAR TO KHARADI BHAGAL
100
85
-
... More
RUAO TO RANDELA
117.07
85
-
... More
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clause 1312.4
-
-
-
... More
RUAO TO RANDELA
13.68
145
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
... More
GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
15.585503624999998
3334
-
... More
SALUMBER BYEPASS TO DAL
15.585503624999998
3334
-
... More
A/R KAPURAWATO KA BARA
15.585503624999998
3334
-
... More
DAL TO PILUDA
15.585503624999998
3334
-
... More
A/R VESHMA
15.585503624999998
3334
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
15.585503624999998
3334
-
... More
DOLPURA TO GAMDAPAL
62.34201449999999
3334
-
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102
-
-
-
... More
GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
0.1
92000
-
... More
SALUMBER BYEPASS TO DAL
0.15
92000
-
... More
A/R KAPURAWATO KA BARA
0.15
92000
-
... More
DAL TO PILUDA
0.15
92000
-
... More
A/R VESHMA
0.15
92000
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
0.15
92000
-
... More
DOLPURA TO GAMDAPAL
0.6
92000
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.) 1000 mm dia
-
-
-
... More
RUAO TO RANDELA
7.5
4643
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.) 600 mm dia
-
-
-
... More
GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
7.5
1941
-
... More
SALUMBER BYEPASS TO DAL
7.5
1941
-
... More
A/R KAPURAWATO KA BARA
7.5
1941
-
... More
DAL TO PILUDA
7.5
1941
-
... More
A/R VESHMA
7.5
1941
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
7.5
1941
-
... More
DOLPURA TO GAMDAPAL
30
1941
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.) 300 mm dia
-
-
-
... More
GOVT. SCHOOL MEENAWARA TODA TO PUBLIC NOHRA
7.5
736
-
... More
SALUMBER BYEPASS TO DAL
15
736
-
... More
A/R KAPURAWATO KA BARA
7.5
736
-
... More
DAL TO PILUDA
15
736
-
... More
RUAO TO RANDELA
15
736
-
... More
A/R VESHMA
15
736
-
... More
A/R SH-53 TO ISARWAS RAWAN PETROL PUMP
15
736
-
... More
DOLPURA TO GAMDAPAL
15
736
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706
-
-
-
... More
KHEERWARA TO BARA
116
74
-
... More
DAGAR TO KHARADI BHAGAL
100
74
-
... More
RUAO TO RANDELA
92
74
-
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