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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAccepted-AOC | ₹25.1 L | L1 | Accepted-AOC AS PER BOQ SUMMARY |
| 2 | L2₹25.5 LRejected-AOC | ₹25.5 L | L2 | Rejected-AOC AS PER BOQ SUMMARY |
| 3 | L3₹25.5 LRejected-AOC KHARBA TALUKA MANWAT DISTRICT PARBHANI MAHARASHTRA | MANWAT | PARBHANI | MAHARASHTRA | ₹25.5 L | L3 | Rejected-AOC AS PER BOQ SUMMARY |
Tender Value
₹25.1 L
EMD Value
₹25,060
Closing Date
4 Apr 2026, 6:55 pmClosed
Executive Engineer Works Dept ZP Parbhani
Works Dept ZP Parbhani
Construction of C.D. Work, Road and Drain at Nandapur. Tq and Dist. Parbhani.
2026_PARBH_1291092_1
ZPPBN/WD/eTENDER/478/25-26
Open Tender
Civil Works
180 days
Tq and Dist. Parbhani.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,200
₹25,060
25 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
4 Apr 2026
28 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 | Item Code |
|---|---|---|---|---|---|---|
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. 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 upto 1.5 m.) By Mechanical Means DSR I.no. 21.02 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. DSR I.No. 21.40 | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) DSR I.No. 11.02 | - | Cum | - | - | BI01010001010000000000000515BI0100001115 | |
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 fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.DSR I.No. 17.38 | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
Providing and laying in situ / ready mix M-20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. DSR I.No. 14.07 | - | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) DSR I.No. 17.52 | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. DSR I.No. 11.08 | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. DSR I.No. 26.33 | - | MT | - | - | BI01010001010000000000000515BI0100001120 | |
Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. DSR I.No. 11.24 | - | Cum | - | - | BI01010001010000000000000515BI0100001121 | |
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. DSR I.No. 17.37 | - | Rgm | - | - | BI01010001010000000000000515BI0100001122 |
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