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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | -16.30% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 CrAdmitted-Finance | -8.88% | ₹3.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.1 CrAdmitted-Finance JATA BAS MAHAMANDIR JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | -7.89% | ₹3.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.2 CrAdmitted-Finance | -6.00% | ₹3.2 Cr | L4 | Admitted-Finance |
Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
5 Mar 2026, 6:00 pmClosed
Addl. Chief Engineer, PWD Zone-I Jodhpur
Addl. Chief Engineer, PWD Zone-I Jodhpur
Construction of CC road from Jaljog chauraha to Mahaveer Complex, Sardarpura, Jodhpur city
2026_CEPWD_540995_1
NIT No.38/2025-26 of ACE PWD Zone-I Jodhpur
Open Tender
Civil Works
150 days
Jodhpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Executive Engineer, PWD City Division Jodhpur
₹6.8 L
Yes
12 Mar 2026
22 Feb 2026
6 Mar 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
Detail survey of site with total station including plane table survey of builtup area showing road level, boundary walls, electric poles, adjacent building / plot details, set back, other existing structures ( temporary or permanent ), sewer lines & septic tank, main plumbing lines, nalahs or drains water bodies/water logging areas as may be required depending upon the site conditions/ topography of the area including printout on required size paper in three copies & one soft copy of approved media Rate per Km. Builtupt area less than 10%
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means: Bituminous Courses & Granular Courses
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge.
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.
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, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous 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 with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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).
Supplying, fitting and placing MS bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202
Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry. In 1:6 cement mortar
Raising manhole cover and frames slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole masonary to be paid seperately). Rectangular manhole 90x60cm.
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
Supplying and fixing ferro cement cover with CI frame for chambers & manholes of size. 500mm dia 22Kg CI frame to with stand 22 MT cenetre point load (Heavy duty)
Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work). 20 mm nominal size
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Supply and fixing Jodhpur sand stone Machine cut Kerb stone (10cm wide 40 cm. height) fixed in white cement sand mortar 1:4 with pigment including EarthWork.
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
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement). M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006. Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004.Add extra over rates of item for colored paver blocks are used
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.
Supplying & fixing of one side polished black granite/white marble stone 14-20mm thick of size 3'X2' with engraved and gold colour painted letters (upto 500 letters) & borders including soorsagar white stone pillars of size 0.15x0.15x2.1 Mtr. With moulding, carving & making slot on pillars for fixing of granite stone including loading & unloading with all leads & lifts as per direction of Engineer Incharge.
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