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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.1 LAccepted-Finance | ₹46.1 L | L1 | Accepted-Finance low |
| 2 | L2₹46.5 L+₹46,075.46 (1.00%)Rejected-Finance SANGLI | MAHARASHTRA | 415409 | ₹46.5 L+₹46,075.46 (1.00%) | L2 | Rejected-Finance high |
| 3 | L3₹48.4 L+₹2.3 L (5.00%)Rejected-Finance DOOR NO 1 6 329 KOTECHA COLONY JALNA ROAD TALUKA DISTRICT BEED 431122 | BEED | BEED | MAHARASHTRA | 431122 | ₹48.4 L+₹2.3 L (5.00%) | L3 | Rejected-Finance high |
Tender Value
₹46.1 L
EMD Value
₹46,075
Closing Date
24 Mar 2026, 5:00 pmClosed
CO NP ASHTI
NAGARPANCHYAT ASHTI DIST BEED
PROPOSED CONSTRUCTION OF CC ROAD AND DRAIN FROM AANAD RUSHI CHOWK TO CHATRAPATI SHIVAJI MAHARAJ CHOWK , WARD NO -09, UNDER NAGAR PANCHAYAT ASHTI, TQ.ASHTI. DIST. BEED.
2026_DMA_1284932_1
E-temdar/10/NPA/2025/26
Open Tender
Civil Works
Percentage
180 days
NP ASHTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹46,075
3 Jun 2026
17 Mar 2026
26 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 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 |
|---|---|---|---|---|---|
| 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. | 125.04 | SQMT | 119 | ₹14,879.76 |
| 1.02 | 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 II (Using Screening Type B (11.2 mm) Aggregate). Page-29, SSR Item No.-3.20 | 62.52 | SQMT | 2,619.1 | ₹1,63,751.37 |
| 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 | 62.52 | SQMT | 2,619.1 | ₹1,63,751.37 |
| 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 DrumType mixer/concrete Batch mix plant (Pan mixer) etc.complete.Withfine aggregate (Crushed sand VSI Grade). Page-176, SSR Item No.-24.08 | 168.37 | SQMT | 6,746.78 | ₹11,35,968.84 |
| 1.05 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge.Page-44, SSR Item No.-5.01. | 166.73 | SQMT | 7,960.38 | ₹13,27,202.32 |
| 1.06 | Excavation for catch/side water gutter in Soft rock strata to the specified section including stacking the excavated stuffin a regular bund and disposing of unsuitable or excess stuff as directed. Page-26, SSR Item No.-2.21 | 34.36 | SQMT | 208 | ₹7,146.88 |
| 1.07 | Providing dry/trap/granite/quartzite/gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete. Page-157, SSR Item No.-21.38 | 55.69 | RGM | 1,725.76 | ₹96,107.57 |
| 1.08 | Excavation for foundation in Hard murum and boulders including removing the excavated material up to a distance of 50metres, 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-154, SSR Item No.-21.12 | 48.6 | RGM | 312 | ₹15,163.2 |
| 1.09 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work /retaining walls etc. including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer) with SCADA.Page-157, SSR Item No.-11.29 | 34.37 | RGM | 10,014.22 | ₹3,44,138.67 |
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