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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical PLOT NO 3 YOGANAND CO OP HOUSING SOCIETY BEHIND BIJAN HOSPITAL NEAR MALPANNI HOSPITAL VIGHA MALA CANADA CORNER COLLEGE ROAD NASHIK | NASHIK | NASHIK | MAHARASHTRA | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical FLAT NO 50 SASTANGA COLONY GONDUR ROAD NEAR BSNL OFFICE DHULE DEVPUR DHULE | DHULE | DHULE | MAHARASHTRA | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.0 Cr
EMD Value
₹1.5 L
Closing Date
7 Aug 2026, 6:00 pmClosed
Executive Engineer, P.W.Division, Dhule
Executive Engineer, P.W.Division, Dhule
Baba Nanam Nagar NH-53 to Avdhan upto NH-60 and Avdhan Road And Ranmal NH-52 And Jail Road NH-53 upto SH 15 (A) (Construction of Minor bridge on NH-211 to Ranmala Avadhan Chitod Dhule Morane Gondur Nagaon Road SH-18 Km.3/200 (Near Ranmala Village) Ta
2026_PWR_1321679_6
Dhule/ETN_No.16/2026-27
Open Tender
Civil Works
Percentage
365 days
Dhule
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
₹1.5 L
Superintending Engineer, P.W.Circle, Dhule
10 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
7 Aug 2026
27 Jul 2026
29 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimeter, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimeter in thickness. | - | One Square Metre | - | - |
| 2 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. ( By or manaual Means ) a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent | - | One Cubic Metre | - | - |
| 3 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. | 1 | One Cubic Metre | - | - |
| 4 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete.a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. | 1 | One Cubic Metre | - | - |
| 5 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. | 1 | One Cubic Metre | - | - |
| 6 | Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. | - | One Cubic Metre | - | - |
| 7 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds et-cetra as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 Brake Horse Power pump et-cetra complete. (prior approval of Superintending Engineer will be necessary) | - | One Hour | - | - |
| 8 | Providing and laying in situ or ready mix or ready mix Mix-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting and curing et-cetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled with reversible drum type mixer or concrete batch mix plant (pan mixer) with natural or artifical sand) | 1 | One Cubic Metre | 1 | ₹1 |
| 9 | Providing and laying in situ or ready mix Mix-20 plain cement concrete of trap metal for cast in citu piers, abutment, returns, wings et-cetra including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood or steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in Cement Morter 1:3 et-cetra complete as directed by engineer in charge basic rate shall be increased for height above 5.00 meter in followinh manners (a) Height upto 5 Meter (With Concrete Mixer) With fine agreegates of required specifications (Vertical Shaft Impact sand finely washed et-cetra) i) Height up to 5 meter, normal rate. ii) Height 5 to 7.50 meter, add 5 percent extra over basic rate iii) Height 7.50 to 10 meter, 7.50 percent extra iv) Over 10 meter Height, add 10 percent extra for every 2.50 meter rise. | 1 | One Cubic Meter | 1 | ₹1 |
| 10 | Providing and filling annular space around footing in rock by using concrete of Mix-15 grade et-cetra complete. | - | One Cubic Metre | 1 | - |
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tech_bid_open.pdf
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details.html
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Tendernotice_1.pdf
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6_NH_211_to_Ranmala_SH_18_Km_3_200_Bridge_Near_Ranmala.pdf
Tender Documents • 3.74 MB
BOQ_2264442.xls
BOQ • 0.31 MB
Extension_16.pdf
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