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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.1 LAdmitted-Finance | -18.21% | ₹48.1 L | L1 | Admitted-Finance |
| 2 | L2₹49.2 LAdmitted-Finance | -16.21% | ₹49.2 L | L2 | Admitted-Finance |
| 3 | L3₹53.5 LAdmitted-Finance | -8.91% | ₹53.5 L | L3 | Admitted-Finance |
| 4 | L4₹53.9 LAdmitted-Finance | -8.29% | ₹53.9 L | L4 | Admitted-Finance |
| 5 | L5₹54.6 LAdmitted-Finance | -7.11% | ₹54.6 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹58.8 L
EMD Value
₹1.2 L
Closing Date
22 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER, PWD CITY DIVISION, JODHPUR
EXECUTIVE ENGINEER, PWD CITY DIVISION, JODHPUR
Construction of Road Guro ka Talab Area
2026_CEPWD_548103_1
NIT No 44 of 2025-26
Open Tender
Civil Works - Roads
30 days
Jodhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
E E, PWD CITY DIVISION, JODHPUR/MDRISL JAIPUR
₹1.2 L
Yes
24 Apr 2026
24 Mar 2026
23 Apr 2026
24 Mar 2026
22 Apr 2026
24 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | |||||
| 2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix. | |||||
| 3Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 20 Km. | |||||
| 4Raising 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. | |||||
| 5Supplying 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) | |||||
| 6Providing 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 | |||||
| 7Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) 110mm dia | |||||
| 8Providing 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. | |||||
| 9Supplying & 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. | |||||
| 10Construction 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. | |||||
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