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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-Finance | ₹6.2 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹6.3 LRejected-Finance | ₹6.3 L | L2 | Rejected-Finance REJECTED |
| 3 | L3₹6.6 LRejected-Finance | ₹6.6 L | L3 | Rejected-Finance REJECTED |
Tender Value
₹7.6 L
EMD Value
₹7,600
Closing Date
17 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
TOWN HALL, CHHATRAPATI SAMBHAJINAGAR
Shifting of Drainage line at Vishal Nagar ward No.78 in Zone No.07
2026_AMCA_1293951_1
CSMC/EE/WARDENG-7/2026/167
Open Tender
Miscellaneous Services
90 days
TOWN HALL, CHHATRAPATI SAMBHAJINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹7,600
18 Jun 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials
separately etc. complete. | - | Cum | - | - | 1 |
| 2 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,including removing the excavated material upto a distance of 50 metres and lifts as below, stacking anc spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5 M MJP SSR I No 1 P No 42 | - | Cum | - | - | 2 |
| 3 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking anc spreading as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundation anc excluding backfilling, etc. complete. (Bd-A2/259)Lift 0 to 1 .5 M | - | Cum | - | - | 3 |
| 4 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. ( Bd-A-4/259) Lift 0 to 1 .5 M | - | Cum | - | - | 4 |
| 5 | Providing and supplying ISI standard following size pipe including all taxes etc comp 300 mm dia SWG pipe | - | Rmt | - | - | 5 |
| 6 | Lowering ,laying and jointing in proper grade and alignment SWG Pipe with cement joient in CM 1:1 Proportion in line and level with giving hydraulic testing etc.comp. 300 mm dia SWG pipe | - | Rmt | - | - | 6 |
| 7 | Providing and constructing on Sewer, BBM circular manhole with concentric cone 0.90m dia at bottom and 0.5 m dia at top and upto a depth of 1.50m with23cm thick brick work in C.M 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerincharge. (Rebate for every decrease in depth of 30 cm or part there of Rs.2232/-) As per Rate analysis | - | Nos | - | - | 7 |
| 8 | Repairing and Reconstructing/Raising B.B. masonry circular manhole of 1.0m dia.without conical shape excluding excavation, brick masonry in CM 1:4proportion 23 cm thick, plastering with smooth finish in CM1:2 proportion, fixing S.F.R.C. frame and co ver ( Excluding cost of SFRC Cover) including cost of all materials andlabour, etc. complete. (Per 0.30m) | - | Per M depth | - | - | 8 |
| 9 | Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.)Heavy duty frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineerin- charge (20 tonnes capacity). MJP DSR I No 17 P No 226 | - | Nos | - | - | 9 |
| 10 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging, etc. complete. | - | Cum | - | - | 10 |
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