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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.4 LAdmitted-Finance | -1.00% | ₹19.4 L | L1 | Admitted-Finance |
| 2 | L2₹19.6 L+₹19,595.39 (1.01%)Admitted-Finance PLOT NO 22 A SWASTISHRIRAJYABHISHEK SHAKE 350 RAMKRUSHNA GODAVARI HOUSING CO OPERATIVE SOCIETY RAMGOPALNAGAR PADEGAON TAL DIST CHHATRAPATI SAMBHAJINAGAR | AURANGABAD | MAHARASHTRA | 423701 | +0.00% | ₹19.6 L+₹19,595.39 (1.01%) | L2 | Admitted-Finance |
| 3 | L3₹20.3 L+₹88,179.25 (4.55%)Admitted-Finance PLOT NO 100 PANDIT BHAU COLONY BHADSINGPURA CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | +3.50% | ₹20.3 L+₹88,179.25 (4.55%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical IN COMPLETE DOCUMENT |
Tender Value
₹19.6 L
EMD Value
₹19,595
Closing Date
22 Aug 2026, 5:00 pmClosed
ADD CO AND ENGG
Z.P. CHH.SAMBAJINAGAR
CNB_AMBA_NO_2_TQ.KANNAD_DIST.CHHSAMBHAJINAGAR
2025_AURAN_1158882_2
ZPCS/IRRI/CNB/24-25
Open Tender
Civil Works
Percentage
180 days
CNB_AMBA_NO_2_TQ.KANNAD_DIST.CHHSAMBHAJINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹19,595
18 Sept 2026
14 Aug 2026
24 Aug 2026
14 Aug 2026
22 Aug 2026
14 Aug 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 |
|---|---|---|---|---|---|
| 1 | Excavation in all kinds of soil including boulders upto 0.60 m. diameter (0.113 cum) for canal, seating of embankment, filter drains/ catch water drains etc. and placing excavated stuff neatly in dump area or for formation of service road/embenkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. with 1 km. lead and 6 m. lift. | - | Cum | 38.2 | - |
| 2 | Excavation in hard murum including boulders upto 10.60 m. diameter (0.113 cum.) for canal, seating of embankment, filter drains/ catch water drains etc. and placing excavated stuff neatly in dump area or formation of service road as directed including cost of all machinery, labour, dressing bed and sides to required level and profile etc. with 1 km. lead and 6 m. lift. | - | Cum | 49.4 | - |
| 3 | Excavation in soft rock without blasting including boulders upto 0.60 m. diameter (0.113 cum.) for canal, seating of embankment, filter drains/catch water drains etc. and placing excavated stuff neatly in dump area or for formation of service road as directed including cost of all machinery, labour, dressing bed and sides to required level and profile etc. with 1 km. lead and 6 m. lift.. | - | Cum | 64.2 | - |
| 4 | Excavation in hard rock of all toughness by blasting including boulders above 0.60 m. diameter (0.113 cum.) minimising damage to sides slope of excavation in water prism area by adopting any one or combination of line drilling / pre-spliting/ smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all machinery, labour, levelling bed etc. with lead upto 15 m and lift 6 m. | 1 | Cum | 409.1 | ₹409.06 |
| 5 | Providing laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed. | - | Cum | 1,535.9 | - |
| 6 | Providing and fixing including Cutting, bending hooking, laying in position and tying M. S./HYSD/TMT bars for reinforcement of R. C. C. works as per detalled drawing etc. completed | 0.32 | MT | 81,679 | ₹26,129.11 |
| 7 | Providing and laying in situ cement concrete of grade M 150 (40 MSA) of trap/granite/gneiss/quartzite graded metal for PCC with or without surface reainforcement/ RCC concreting requining heavy of special type of shuttering for works of gallery, sluice, spillway crest, spillway down stream face, energy dissipating structurs, intake structurs, training walls. piers, abutment etc. with batching plants and Transit mixer with shuttering and scaffolding, curing etc. completed with an initial lead 50 m.and lift 1.50 m. | - | Cum | 5,784.2 | - |
| 8 | Back filling upto ground level behind the ground level behind the canal structures etc. completed (without royalty) with suitable material of approved quality in layers not exceeding 20 cm. without disturbing the structeur etc completed. | - | Cum | 56.2 | - |
| 9 | Providing casing embankment using selected impervious material available directly from excavation in layers including cost of materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling. sectioning edges/ sides, watering compacting each layer to density control of not less then 95 percent or as stipulated using vibratory compactor etc., completed with lead upto 1 km for watering and 6m lift. | - | Cum | 77.2 | - |
| 10 | Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at per sqm using stones and stone chips from approved sources including cost of all material, labour, hand packing/wedging stone chips, finishing etc.completed with lead upto 50 m and lifts as directed | 1 | Cum | 1,208.1 | ₹1,207.98 |
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