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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 LAccepted-Finance | ₹48.8 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹49.3 L+₹48,833 (1.00%)Rejected-Finance RANBAMBULI TAL KUDAL DIST SINDHUDURG MAHARASHTRA | KUDAL | SINDHUDURG | MAHARASHTRA | ₹49.3 L+₹48,833 (1.00%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹49.8 L+₹97,666 (2.00%)Rejected-Finance | ₹49.8 L+₹97,666 (2.00%) | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical VALIVANDE TAL DEVGAD | SINDHUDURG | MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹48.8 L
EMD Value
₹48,900
Closing Date
18 May 2026, 9:00 amClosed
Executive.Engineer.WD.Z.P.Sindhudurg
Executive.Engineer.WD.Z.P.Sindhudurg
Construction of Minor Bridge on Valivande Chandoshi Bagtalavade Talavade road ODR 19 at Kadamwadi Tal devgad Dist sindhudurg
2026_SINDH_1299943_1
SZP/WD/TENDER/SUBE/03/26-27
Open Tender
Civil Works
Percentage
180 days
Devgad
Class IV-A and above
10 documents required · 10 mandatory
₹5,000
₹48,900
5 Aug 2026
4 May 2026
19 May 2026
4 May 2026
18 May 2026
4 May 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 | Dismantling stone masonry in lime or cement mortar including stacking the
materils as directed with all leads, lifts etc. | 1 | Cum | - | - |
| 2 | Excavationforfoundation inearth,soilsofall types,sand,gravel,softmurumincluding
shoring and strutting, dewatering as necessary and disposingoff excavated stuff as
directed etc. complete. ( By Mechanical Means )
a) Upto 1.50m lift Normal Rate
b) 1.50m to 3.00m lift, Add 10%
c) 3.00m to 4.50m lift, Add 20%
d) 4.50m to 6.0m lift, Add 30 | - | Cum | 1 | - |
| 3 | Excavation for foundation in hard rock by blasting including shoringand strutting,
dewatering as necessary and disposing off excavated stuff as directed etc. complete.
a) Upto 1.50m lift Normal Rate
b) 1.50m to 3.00m lift, Add 10%
c) 3.00m to 4.50m lift, Add 20%
d) 4.50m to 6.0m lift, Add 30% | 1 | Cum | - | - |
| 4 | Dewatering on BHP basis by using water pump including diversion of stream,providing
cofferdams,earthernbundsetc.asmaybenecessaryforfoundationandotherpartsofthe
theworksandpumpingoutwaterduringandafter excavationasmayberequiredby
using5.0 to9.0BHPpumpetc. complete. (priorapprovalofSuperintendingEngineer
will be necessary | 1 | Cum | 1 | ₹1 |
| 5 | Providing and laying PCC in M15 grade levelling course of 100mm thick below pile cap
withfullyautomaticmicroprocessorPLCwithSCADAenabledreversibledrumtype
mixer/ concrete batch mix plant (pan mixer) etc. complete | - | Cum | - | - |
| 6 | Providing and laying plain in situ / readymixM-25 cement concrete of trap/
granite/quartzite/gneiss/crushedstone metalmechanicallymixed, placed in foundation
andcompactedbyvibration includingnecessarybailingoutwater,curingcuringconcrete
batchmixplant /panmixerwithfineagreegatesof requiredspecifications (VSI sand
finelywashed etc ) (excludingdewateringbypump) for 14daysRCCGrade.With
Concrete Mixe | - | Hour | - | - |
| 7 | Providing and laying in situ / ready mixM-25 plain cement concrete of trap
/granite/quartzite/ gneissmetal for cast in citu piers, abutment, returns, wings etc.
includingprovisionof "V" shapedfalse joints toformsuitablepanelson thefaces to
approve design with compacting by vibrating and curing complete, including
plywood/steel formworkcentering ( excludingdewateringbymeans of pump) and
includingbaillingoutwaterandcuringfinishinginCM1:3etc.complete. asdirectedby
engineer incharge basicrateshallbeincreasedforheight above5.00minfollowinh
manners
(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required
specifications ( VSI sand finely washed etc )
i) Height up to 5 m, normal rate.
ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.
iii) Height 7.50 to 10 m, 7.50 percent extra.
iv) Over 10 m Height, add 10 percent extra for every 2.50m rise | - | Rmt | - | - |
| 8 | Providingand filling annular space around footing in rock by using concrete of M15
grade etc. complete. | 1 | Cum | - | - |
| 9 | Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for
abutment returns, return walls etc. Complete | - | Cum | - | - |
| 10 | Providing and laying in situ/ ready mix controlled M-30 cement concreteof of trap/
granite / quartzite/ gniessmetal for reinforced cement concrete caps over piers and
abutments including necessary sacffolding plywood/steel formwork, compacting by
vibrating,finishinginCM1:3andcuringetccomplete (Excluding reinforcement)With
reversibledrumtypemixer/concretebatchmixplant(panmixer).withfineagreegatesof
required specifications ( VSI sand finely washed etc ) | - | Rmt | 1 | - |
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