Tender For Construction Of Dressed Stone Road Divider And Ornamental Tree Plantation From Mahatma Fule Statue To Savarkar Chowk, Savarkar Chowk To Shetkati Statue, Savarkar Chowk To Satish Petrol Pump,Phule Statue To Mill Corener Sambhajinagar. At Ch
Tender Value
4.77 Crore
Estimated cost
Bid Submission
31 Aug 2026
22 days left
EMD
2.38 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aurangabad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dressed Stone Road Divider And Ornamental Tree Plantation From Mahatma Fule Statue To Savarkar Chowk, Savarkar Chowk To Shetkati Statue, Savarkar Chowk To Satish Petrol Pump,Phule Statue To Mill Corener Sambhajinagar. At Chhhatrapati
BOQ
| Sl. No. | Item Description |
| 1 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. BDW 8 46.13 As directed by Engineer in charge. (SSR No.: 46.13) |
| 2 | 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 1.5 m.) By Mechanical Means BDA 1 21.02 Bd.A.1 Page No. 259 (SSR No.: 21.02) |
| 3 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres 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 1.50 m) By Mechanical Means BDA 2 21.06 Bd.A.2 Page No. 259 (SSR No.: 21.06) |
| 4 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzit/ gneiss metal for foundation and bedding including bailing out water, 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 natural sand/V.S.I. quality Artificial Sand BDE 1 24.01 Bd. E. 1 Page No. 287 (SSR No.: 24.01) |
| 5 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones In cement mortar 1:6 in foundation and plinth of inner walls. / in plinth of external walls including bailing out water manually striking joints on un exposed faces and watering etc.complete. BDG 28.01 As directed by engineer in charge (SSR No.: 28.01) |
| 6 | Providing coursed rubble masonry second sort of trap/ granite / quartzite / gneiss stones in cement mortar 1:6 in external walls of plinth including bailing out water manually striking joints inside and raking out joints from outside and watering etc.complete BDH 11 28.09 Bd.H.11 Page No. 333 (SSR No.: 28.09) |
| 7 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer etc. complete, With natural sand/V.S.I. quality Artificial Sand BDE 5 24.15 - Bd.E. 5/Page No. 290/I.S. 456 (2000) (SSR No.: 24.15) |
| 8 | Providing and laying Cast In situ/Ready Mix cement concrete of M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) BDE 3 24.16 Bd.E. 3/Page No. 288/I.S. 456 (2000) (SSR No.: 24.16) |
| 9 | Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete. (as Directed by engg incharge) BDL 15B 32.17 Bd. L.15 Page No. 372 (SSR No.: 32.17) |
| 10 | Supplying on site garden soil well sieved 80% pass through IS sieve of 10 mm size free from stone rubbish like dried grass roots and other such materials, the soil should be fresh from quarry the colour of the soil generally as red the soil is measured by measuring box. [farma] [items including loading unloading etc for 25 km lead considered, excluding royalty charges] (SSR No.:) |
| 11 | Supplying on site well decayed, well dried, well powdered, without clouds and free from stones dried grass and other rubbish material The colour of the manure is generally black. The manure will be measured by measuring box [FARMA] including items transportation, loading, unloading and 20 km lead considered. (as Directed by engg incharge) (SSR No.:) |
| 12 | Spreading fresh garden soil/manure in excavated area including lead of 50 mtr (as Directed by engg incharge) (SSR No.:) |
| 13 | Supply and planting of WELL DEVELOPED BOGANVELIA SP SINGH IN 13\\"X13\\" POLYBAGS HEALTHY FOLIAGE/HALF BALOON STAGE FREE FROM PASTE AND DISEASE IN 13\\"X13\\"polybags MIN.girth 2 to 3 cm 4 to 5 branches with maximum no. of leaves, plant should be Healthy condition, well seteled in appropriate of polybag, uniform in size and root system undameges. (as Directed by engg incharge) (SSR No.:) |
| 14 | Supply and planting of WELL DEVELOPED BOGANVELIA THEMA/GLABRA IN 13\\"X13\\" POLY BAGS, HEALTHY FOLIAGE/HALF BALOON STAGE FREE FROM PASTE AND DISEASE IN 13\\"X13\\"polybags MIN.girth 2 to 3 cm 4 to 5 branches with maximum no. of leaves, plant should be Healthy condition, well seteled in appropriate of polybag, uniform in size and root system undameges. (as Directed by engg incharge) (SSR No.:) |
| 15 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. MORTH 305 2.25 MORTH 2504 (SSR No.: 2.25) |
| 16 | Supplying well developed date palm tree of 4.5 to 5m height in 21x21 polybag as per photo attached with plantation and installation. (Rate Approved in G20 AMC) [As directed by Engineer Incharge] (SSR No.:) |
| 17 | For supplying & installing of well developed healthy well settled uniform in size Morpankhi plant of 3 FEET to 2 FEET 5INCH total height from base etc complete (SSR No.:) |
| 18 | Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. BDO 8D 35.21 As directed by Engineer in charge. (SSR No.: 35.21) |
| 19 | Providing and applying two coats (exterior quality) of flat oil paint of approved colour and shade to the plastered surface in buildings and workshops including scaffolding if necessary, cleaning the surface and preparing surface etc. complete. (excluding primer coat) BDO 7 35.11 Bd.O.7 Page No. 406 (SSR No.: 35.11) |
| 20 | Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning preparing the plaster surface ,applying primer coat scaffolding if necessary, and watering the surface for two days etc complete NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary BDO 35.26 As directed by Engineer in charge. (SSR No.: 35.26) |
| 21 | Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc. having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge. (SSR No.: MORTH 801) |
| 22 | ROYALTY CHARGES [A] FOR SAND (AS PER STATEMENT) [As directed by Engineer Incharge] (SSR No.: SSR 22-23 P.NO.3) |
| 23 | Royalty Charges [B] For Other Minerals (As per statement). [As directed by Engineer Incharge] (SSR No.: SSR 22-23 P.NO.3) |
| 24 | Carrying out test for Cement Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness. [As directed by Engineer Incharge] (SSR No.: SSR 22-23 P.NO.3) |
| 25 | Carrying out test for Concrete Compressive Strength OF C.C. Cube (Set of 3 cubes). [As directed by Engineer Incharge] (SSR No.: SSR 22-23 P.NO.3) |
| 26 | Carrying out test for Aggregate Water Absorption, Specific Gravity, Impact Value, Crushing Value [As directed by Engineer Incharge] (SSR No.: SSR 22-23 P.NO.3) |
| 27 | Carrying out test for Fine Aggregate Fineness Modulus (Sieve Analysis ), Silt & Clay Content [As directed by Engineer Incharge] (SSR No.: SSR 22-23 P.NO.3) |
| 28 | Carrying out test for Stone/ Rubble Crushing Value/Compressive Strength, Water Absorption & Specific Gravity. [As directed by Engineer Incharge] (SSR No.: SSR 22-23 P.NO.3) Contractor has to quote on Work Portion Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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