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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.6 LAccepted-Finance | ₹69.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹73.3 LAccepted-Finance | ₹73.3 L | L2 | Accepted-Finance L2 |
| 3 | L3₹73.5 LAccepted-Finance | ₹73.5 L | L3 | Accepted-Finance L3 |
| 4 | L4₹74.2 LAccepted-Finance | ₹74.2 L | L4 | Accepted-Finance L4 |
| 5 | L5₹74.5 LAccepted-Finance OLD SAKKARDARA NEAR BUDDHA VIHAR UMRED ROAD NAGPUR 440024 | NAGPUR | NAGPUR | MAHARASHTRA | 440024 | ₹74.5 L | L5 | Accepted-Finance L5 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
22 Apr 2026, 4:00 pmClosed
office of Executive Engineer DPDC
office of Executive Engineer DPDC 5 th Floor Civil Line Nagpur
Construction of Cement Concrete Road from Saubhagya Nagar Mouza Hudkeshwar in Pr No 29
2026_NMCN_1294912_1
5-EE-DPDC/2026-27
Open Tender
Civil Works - Roads
180 days
Nagpur City
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.2 L
6 May 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of Cement Concrete road from Saubhagya Nagar Mouza Hudkeshwar in Prabhag No-29. | ||||||
| 1.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | - | Cu.m. | - | - | 2 |
| 1.02 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | - | Cum | - | - | 3 |
| 1.03 | 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, , 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/ 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. | - | Cum | - | - | 4 |
| 1.04 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | - | Sq.m | - | - | 5 |
| 1.05 | Providing and laying in-situ M35 Grade unreinforced plain cement
concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight
of Cement) 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-incharge
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. | - | cum | - | - | 6 |
| 1.06 | Providing and fixing in position TMT - FE - 500 bar reinforcement of
various diameters for
R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | - | MT | - | - | 7 |
| 1.07 | 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. | - | Nos. | - | - | 8 |
| 1.08 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in 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. | - | RMT | - | - | 9 |
| 1.09 | Providing to contraction joints polysuphide sealent (Pouring grade)
confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.
(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) | - | RMT | - | - | 10 |
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