Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-Finance | ₹17.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹18.3 L+₹41,934.11 (2.34%)Accepted-Finance | ₹18.3 L+₹41,934.11 (2.34%) | L2 | Accepted-Finance L2 |
| 3 | L3₹19.4 L+₹1.4 L (7.95%)Accepted-Finance | ₹19.4 L+₹1.4 L (7.95%) | L3 | Accepted-Finance L3 |
| 4 | L4₹20.3 L+₹2.4 L (13.3%)Accepted-Finance | ₹20.3 L+₹2.4 L (13.3%) | L4 | Accepted-Finance L4 |
| 5 | L5₹20.4 L+₹2.4 L (13.6%)Accepted-Finance PLOT NUMBER 1 AKHIL VISHWA BHARITYA HOUSING SOCIETY GODHANI ROAD NAGPUR | ₹20.4 L+₹2.4 L (13.6%) | L5 | Accepted-Finance L5 |
Tender Value
₹24.8 L
EMD Value
₹25,000
Closing Date
30 Mar 2026, 5:00 pmClosed
Office of the EEDPDC NMC Nagpur
Office of the EEDPDC NMC Nagpur
PROVIDING AND LAYING SEWER LINE AND C.C. FLOORING NEAR BUDDHA VIHAR JYOTI NAGAR KHADAN DALIT WASTI IN PR. NO. 19
2026_NMCN_1289392_1
4/27/EEDPDC/2026
Open Tender
Civil Works
Percentage
180 days
Office of the EE DPDC NMC Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹25,000
3 Sept 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | |||||
| 2 | Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or
excess stuff as directed. | 0.6 | CUM | - | - |
| 3 | 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 | 1 | CUM | - | - |
| 4Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) | |||||
| 5Construction of dry lean cement concrete Sub- base over a prepared sub- grade with coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 Kilogram/ 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | |||||
| 6Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | |||||
| 7Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( 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. | |||||
| 8Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .i Concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. | |||||
| 9Providing & Filling moltan Bitumen in Joints cut in cement road including removing dust in joints with all materials and labour etc. complete as directed by eng. In.charge | |||||
| 10Providing , laying and fixing ,jointing Eco- drain 315 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 and 16098 with fittings such a bends, tees tees, coupler etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. | |||||
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 13.35 MB
BOQ_2216811.xls
BOQ • 0.35 MB
Jyoti.pdf
Tender Documents • 2.37 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .