Tender For A) Improvements To Road From Vasud To Satakiwasti Road V.R. No. 243 Ch. 1/00 To 2/00 Tal. Sangola (3054-Ts. No. 1352/25-26) B) Improvements To Road From Mdr 163 (Gheradi)Attarwadiroad V.R. No. 193 Ch.0.000 To 2.000 (3054-Ts. No. 1353/25-26
Tender Value
44.29 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
2 days left
EMD
45000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Solapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for A) Improvements To Road From Vasud To Satakiwasti Road V.R. No. 243 Ch. 1/00 To 2/00 Tal. Sangola (3054-Ts. No. 1352/25-26) B) Improvements To Road From Mdr 163 (Gheradi)Attarwadiroad V.R. No. 193 Ch.0.000 To 2.000 (3054-Ts. No. 1353/25-26)
BOQ
| Sl. No. | Item Description |
| 1 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. SSR.2021-22 P.No/I.No 117/21.33 Sp.NO .BDW A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 2 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 3 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 4 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 6 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 7 | 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)A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 8 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel 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)A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 9 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 10 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 11 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 12 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.SSR 31 / 2.29 aA)V.R. No. 243 Ch. 1/00 to 2/00 |
| 13 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 14 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.SSR 31 / 2.30A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 15 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 16 | Providing and fixing Information Sign Board of Size 0.90 X 0.60m. Prepared on 16 gauge M.S. Sheet with Horizontal bracing of M.S. Flat on size 25 X 6 mm including Painting with One Coat Zinc Chrome primer and Two coats oil painting including two number of M.S. angle Iron Post of Size 50 X 50 X 6 mm of 2.70 m lomg including Conveying all taxes fixing in Ground with cement concrete1:4:8 block of 45 X 45 X 45 cm size as directed by Engineer in charge etc. complete.A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 17 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 18 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual MeansA)V.R. No. 243 Ch. 1/00 to 2/00 |
| 19 | 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 )A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 20 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 21 | 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)A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 22 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications (VSI sand finely washed etc) MORT and H 1700 and 2700A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 23 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete.A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 24 | Basic TEST of AGGRIGATE Water Absorption sp Gravity Impact Crusing ValueA)V.R. No. 243 Ch. 1/00 to 2/00 |
| 25 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 26 | TEST REPORT of AGGRIGATE Sieve AnalysisB) V.R. No. 193 Ch.0.000 to 2.000 |
| 27 | TEST REPORT of Soil / MurumA)V.R. No. 243 Ch. 1/00 to 2/00 |
| 28 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 29 | TEST REPORT of Bitumen A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 30 | TEST REPORT of CC CubeA)V.R. No. 243 Ch. 1/00 to 2/00 |
| 31 | Royalty ChargesA)V.R. No. 243 Ch. 1/00 to 2/00 |
| 32 | Royalty Charges SandA)V.R. No. 243 Ch. 1/00 to 2/00 |
| 33 | Royalty Charges A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 34 | B) V.R. No. 193 Ch.0.000 to 2.000 |
| 35 | Add GST for Work Portion 18 %A)V.R. No. 243 Ch. 1/00 to 2/00 |
| 36 | B) Add GST for Work Portion 18 % Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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