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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical KANDI NASHIK | Accepted-Technical Accepted |
| 2 | Accepted-Technical RAJUR TAL SOUTH SOLAPUR DIST SOLAPUR PIN 413001 | SOLAPUR | SOUTH SOLAPUR | MAHARASHTRA | 413001 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹49.4 L
EMD Value
₹50,000
Closing Date
6 Aug 2026, 5:00 pmClosed
E E WORKS DIV 01 Z P SOLAPUR
E E WORKS DIV 01 Z P SOLAPUR
Current Repairs to Kandalgaon to Antroli MDR 40 to VR 60 approach road VR no 191 Ch No 1/00 to 1/800 start from Antroli Tal South Solapur
2026_SOLAP_1323564_1
29/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Current Repairs to Kandalgaon to Antroli MDR 40 to
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹50,000
28 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
6 Aug 2026
30 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 | Item No.:-1) Labour charges for removing grass, thorney shrubs, Jungli shrub,Kubabul and alike grass along roadside making the groundclean by showel and phavaras etc. complete S.S.R.P.NO117/21.33 As directed by Engineer in charge. | 1,600 | Sqm | 7 | ₹11,200 |
| 2 | Item No.:-2) Excavation for catch / side water gutter in all sorts of soils to thespecified section including stacking the excavated stuff in aregular bund and disposing of unsuitable or excess stuff asdirected all sorts of soils. S.S.R.P.NO.24/2.18 MORTH 404 | 450 | Cum | 119 | ₹53,550 |
| 3 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | 10 | Rmt | 1,949 | ₹19,490 |
| 4 | Item No.:-3)Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) SSR 2.27 MORTH 404 | 984.84 | Cum | 757 | ₹7,45,523.88 |
| 5 | Item No.:-4) 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 Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate) | 396 | Cum | 2,770.85 | ₹10,97,256.6 |
| 6 | Item No.:-5) 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) Spec No-MORTH-404 | 180 | Cum | 2,770.85 | ₹4,98,753 |
| 7 | Item No.:-6) Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates IRC-SP-20, 2002 Clause No. 8.7.3 | 2,400 | Cum | 247.95 | ₹5,95,080 |
| 8 | Item No.:-7) Open Graded Premix Surfacing- Providing and Laying OGC 20 mmthickness composed of 13.2 mm to 5.6 mm aggregates premixed withbituminous binder transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tackand Seal coat. For Bitumen of specified grade--USING drum mix typehot mix plant with SCADA, Paver and Vibratory roller ( Over MPMSurface) (VG-30 bulk bitumen rates are considered to arrive at rates MORTH 510 | 2,400 | Cum | 231.95 | ₹5,56,680 |
| 9 | Item No.:-8) Providing bituminous Type A liquid seal coat on bituminous surfaceincluding supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98KgSqm. by mechanical means, spreading chips and rolling, by staticroller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumenrates are considered to arrive at rates) | 2,400 | Cum | 83.45 | ₹2,00,280 |
| 10 | Item No.:-9) Supplying hard murum/ kankar at the road site, including conveying and stacking complete. DSR P. NO 29/2.29 | 180 | Cum | 638.3 | ₹1,14,894 |
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