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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC | L1 | Accepted-AOC low bid | |
| 2 | L2₹12.3 L+₹1.1 L (10.1%)Rejected-Finance | L2 | Rejected-Finance high bid | |
| 3 | L3₹12.6 L+₹1.5 L (13.1%)Rejected-Finance | L3 | Rejected-Finance high bid | |
| 4 | L4₹12.7 L+₹1.5 L (13.6%)Rejected-Finance 102 AABKARI ROAD DISTT MUZAFFARNAGAR | MUZAFFARNAGAR | L4 | Rejected-Finance high bid | |
| 5 | L5₹12.7 L+₹1.6 L (14.4%)Rejected-Finance | L5 | Rejected-Finance high bid |
Tender Value
₹20.0 L
EMD Value
₹15,451
Closing Date
27 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Officer Chiplun Municipal Council
chief officer chiplun municipal Council
Construction of CC Retaining Wall and Slab Mori Near Chitle House To Main House Natural Vahal At Chiplun
2025_DMA_1232303_1
CMC/CIVIL/73(13)/2025-26
Open Tender
Civil Works
Percentage
180 days
Chief Officer Chiplun Municipal Council
As per tender notice
2 documents required · 2 mandatory
₹2,360
₹15,451
9 Sept 2026
18 Oct 2025
28 Oct 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
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 | Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete.
(Lift from 1.5m To 3.0 m) By Mechanical Means | 135 | CU.M | 1,074.32 | ₹1,45,033.2 |
| 2 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite /quartzite/gneiss metal for steps 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 honeycom-bed 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/concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand | 18 | CU.M | 6,549.03 | ₹1,17,882.54 |
| 3 | Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/ quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. 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 / steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc.complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With Natural / VSI standard Artificial Sand | 105 | CU.M | 8,202.63 | ₹8,61,276.15 |
| 4 | Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete. | 41.8 | RMT | 554.32 | ₹23,170.58 |
| 5 | Add Royalty Charges for trap rubble/trap metal etc..... | 1 | CU.M | - | - |
| 6 | sand Royalty + surcharge | 55.35 | CU.M | 216.18 | ₹11,965.56 |
| 7 | sand Dsitt Mineral Foundation Cess | 55.35 | CU.M | 21.19 | ₹1,172.87 |
| 8 | Carrying out various test in government laboratory OR government engineering collage laborotary as per relevant standards &frequncy &submiting test result to engineer in charge OR his representive &retesting if required,including taxes,overheads & other allied charges etc.complete.(NOTE=Asphalt test result 1% of all above amount will release only for test report submitted &remaining ammount will be recover as penalty) | 1 | test | 36,155 | ₹36,155 |
| 9 | SUB ESTIMATE -2 | 1 | CU.M | - | - |
| 10 | Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means | 31.5 | CU.M | 1,074.32 | ₹33,841.08 |
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