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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹40.0 LAdmitted-Finance | +2.00% | ₹40.0 L | L1 | Admitted-Finance |
| 2 | L2₹40.9 L+₹88,178.26 (2.21%)Admitted-Finance | +4.25% | ₹40.9 L+₹88,178.26 (2.21%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹39.2 L
EMD Value
₹78,380
Closing Date
13 Apr 2026, 9:00 amClosed
Eo nagarpalika sadulshahar
ward no. 09 sadulshahar
construction of storage tank /Diggi in farm, sadul shahar
2026_DLB_549655_2
6517
Open Tender
Civil Works
Percentage
180 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Eo nagarpalika sadulshahar
₹78,380
Yes
17 Apr 2026
2 Apr 2026
13 Apr 2026
2 Apr 2026
13 Apr 2026
2 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all kind of soil | |||||
| 1.01 | Upto 3.0 m depth | - | cum | - | - |
| 1.02 | Above 3.0 m and upto 6.0 m depth | - | cum | - | - |
| 1.03 | Above 6.0 m and upto 9.0 m depth | - | cum | - | - |
| 2Carriage of Materials by mechanical transport including loading, unloading and stacking Sand, bazri, ballast, kanka1 km | |||||
| 3SINGLEFLATBRICKLININGWITH250MICRONLDPEFILM:-Preparing surface levelled&dressed toproper slope& layingover it on sand properlyrammedandwateredin2Layersof5cmeach.Providingand laying 250micron LDPE film as per ISS:2501984includingoverlapping onthefinishedsurfaceofcompacted sand.OverLDPEfilm15mmthick cementsandmortar1:3shallbeprovidedandlaidwhichshallbecured properly.OverthebasemortarsinglelayerIst classbrickliningin cement sandmortar1:3shallbeprovidedwithjointsnotmorethan8mmwide and curing shall be done for 14 days. This also includes providing weedicides&anti-termite treatment, completework as per technical specifications | |||||
| 4Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) | |||||
| 5Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc | |||||
| 6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | |||||
| 7Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand | |||||
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