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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.9 LAdmitted-Finance BEEED | BEED | MAHARASHTRA | 413207 | +0.00% | ₹26.9 L | L1 | Admitted-Finance |
| 2 | L2₹27.9 L+₹1.1 L (4.00%)Admitted-Finance HOUSE NO 8 589 BEHIND PHC HOSPITAL OLD BUS STAND KORBA KORBA CHHATTISGARH 495678 | 495678 | +4.00% | ₹27.9 L+₹1.1 L (4.00%) | L2 | Admitted-Finance |
| 3 | L3₹28.5 L+₹1.7 L (6.30%)Admitted-Finance | +6.30% | ₹28.5 L+₹1.7 L (6.30%) | L3 | Admitted-Finance |
Tender Value
₹27.2 L
EMD Value
₹27,200
Closing Date
31 Jul 2026, 5:00 pmClosed
EEZPWORKSDIVBHOKAR
EEZPWORKSDIVBHOKAR
Repairs to road and CD work on odr 17 warangtakali mangrul Khairgaon j MDR 10 road Tq Himayatnagar Dist Nanded
2026_NANDE_1321105_1
ZPN/WD/Bhok/e.TEN23/OPEN/25-26
Open Tender
Civil Works
Percentage
180 days
Repairs to road and CD work on odr 17 warangtakali
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
₹27,200
7 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
31 Jul 2026
24 Jul 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 |
|---|---|---|---|---|---|
| 1 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means ) a) Upto 1.50m lift Normal Rate Spec. No.: BR.3 Page Number 102 SSR No.12.02a P.No. 84 | 1 | Cum. | - | - |
| 2 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate Spec. No.: BR.3 Page Number 102 SSR No.12.04a P.No. 84 | - | Cum. | - | - |
| 3 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc) Spec. No.: CD.3 Page.No. 160 SSR No.11.04 P.No. 81 | 1 | Cum. | 1 | ₹1 |
| 4 | Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) Spec. No.: CD 8 Page 163 SSR No.11.28 P.No. 83 | - | Cum. | - | - |
| 5 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. Spec. No.: CD.14 Page.No. 167 SSR No.11.24 P.No. 82 | - | Cum. | - | - |
| 6 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Spec. No.: CD.7 Page.No. 162 SSR No.11.10 P.No. 81 | - | Rgm. | 1 | - |
| 7 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Spec. No.: MORTH 401 SSR No.3.01 P.No. 27 | - | Cum. | 1 | - |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for Foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd. E. 1 Page Number 287 SSR No.24.01 P.No. 175 | - | Cum. | - | - |
| 9 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. Spec. No.: MORTH 602 SSR No.5.01 P.No. 37 | - | Cum. | - | - |
| 10 | Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. Spec. No.: MORTH 602.6.5 SSR No.5.15 P.No. 43 | - | No. | - | - |
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