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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-Finance | ₹15.0 L | L1 | Accepted-Finance low |
| 2 | L2₹15.1 LRejected-Finance BELGAON TA ASHTI DIST BEED MAHARASHTRA | BELGAON | BEED | MAHARASHTRA | 431122 | ₹15.1 L | L2 | Rejected-Finance high |
| 3 | L3₹15.1 LRejected-Finance | ₹15.1 L | L3 | Rejected-Finance high |
Tender Value
₹15.0 L
EMD Value
₹15,000
Closing Date
22 Apr 2026, 5:00 pmClosed
CO NP ASHTI
NAGARPANCHYAT ASHTI DIST BEED
DEVELOPMENT OF MARUTI MANDIR NEAR PLAYGROUND, AT WARD-12, UNDER NAGAR PANCHAYAT ASHTI, TQ.ASHTI, DIST BEED.
2026_DMA_1294901_6
E-tender/01/NPA/2026/27
Open Tender
Civil Works
365 days
NP ASHTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹15,000
25 Apr 2026
15 Apr 2026
24 Apr 2026
15 Apr 2026
22 Apr 2026
15 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 |
|---|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | ||||||
| 1.01 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading for embankment or stacking as directed.Page-26, SSR Item No.-2.11. | - | CUM | 119 | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means.Page No-154, SSR Item No.-21.12 | - | CUM | 312 | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber,applying and brooming requisite type of screening / binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density.By Mechanical Means-Grading I (Using Screening Type B (11.2 mm) Aggregate). Page No-29, SSR Item No.-3.19 | - | CUM | 2,619.1 | - | - |
| 1.04 | Providing and laying Cast in situ / Ready Mix cement concrete in M15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such otheri tems including bailing out water, Steel centering, formwork, laying / pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honey combed surface and curing etc. complete. The Cement Mortar 1:3p laster is considered for rendering un even and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro process or based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc.complete.Withfine aggregate (Crushed sand VSI Grade). Page-176, SSR Item No.-24.08 | 1 | CUM | 6,746.78 | ₹6,740.04 | - |
| 1.05 | Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete.Page No-218, SSR Item No.-33.51 | - | CUM | 919 | - | - |
| 1.06 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA.Page No-83, SSR Item No.-11.29 | - | CUM | 6,737.39 | - | - |
| 1.07 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.Page Number 134, SSR Item No.-14.01 | 0.2 | CUM | 88,341 | ₹17,668.2 | - |
| 1.08 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by sandy material).Page No-91, SSR Item No.-36.14 | - | CUM | 1,860 | - | - |
| 1.09 | Provid d laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.Page No-132, SSR Item No.-17.37 | - | MT | 533 | - | - |
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