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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.7 LAdmitted-Finance | -0.99% | ₹19.7 L | L1 | Admitted-Finance |
| 2 | L2₹19.9 L+₹19,692.78 (1.00%)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% | ₹19.9 L+₹19,692.78 (1.00%) | L2 | Admitted-Finance |
| 3 | L3₹20.6 L+₹89,313.73 (4.53%)Admitted-Finance PLOT NO 100 PANDIT BHAU COLONY BHADSINGPURA CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | +3.50% | ₹20.6 L+₹89,313.73 (4.53%) | L3 | Admitted-Finance |
Tender Value
₹19.9 L
EMD Value
₹19,892
Closing Date
21 Aug 2026, 5:00 pmClosed
ADD CO AND ENGG
Z.P. CHH.SAMBAJINAGAR
CNB_KAPUSWADI_TQ.PAITHAN_DIST.CHHATRAPATI SAMBHAJINAGAR
2025_AURAN_1180399_2
ZPCS/IRRI/CNB/25-26
Open Tender
Civil Works
Percentage
180 days
KAPUSWADI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹19,892
18 Sept 2026
13 Aug 2026
22 Aug 2026
13 Aug 2026
21 Aug 2026
13 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 | 1-Excavation in all kinds of soil & soft murum including boulders
upto 0.60 m diameter (0.113 cum) for canal, seating of
embakement, filter drains / catch water drains etc., and placing
the excavated stuff neatly in dump area or for formation of
service road / embakement as directed including cost of all
materials, machinery, labour, dressing bed and sides to required
|level and profile etc., complete with lead upto 15 M and 6 M lift. | 349.27 | Cum | 38.2 | ₹13,342.11 |
| 2 | 2-Excavation in hard murum including boulders upto 0.60 m diameter (0.113 cum) for canal, seating of embakement, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead 43.00|upto 15 M and 6 M lift. | 43 | Cum | 49.4 | ₹2,124.2 |
| 3 | 3-Excavation in soft rock without blasting including boulders upto 0.60 m diameter (0.113 cum) for canal, seating of embakement, filter drains / catch water drains etc., and placing |the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and 42.41profile etc. complete with lead upto 15 M and6 M lift. | 42.41 | Cum | 64.25 | ₹2,724.84 |
| 4 | 4-Excavation in hard rock of all toughness by blasting including
boulders above 0.60 m diameter (0.113 cum) minimising the
damage to side slopes of excavation in water prism area by
adopting any one or combination of line drilling / pre-splitting /
smooth blasting techniques and placing the excavated rock
neatly in dump area as directed including cost of all materials,
machinery, labour, dressing bed and sides to required level and
42.41|profile etc., complete with lead upto 15 M and 6 M lift. | 42.41 | Cum | 409.1 | ₹17,349.93 |
| 5 | 5.Providing and laying situ cement concrete of grade M-15 (40|
MSA) of trap, granite, quartizite, gneiss, graded metal for PCC wirh or without reinforcement / RCC concreting required heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, training walls, piers, abutements etc., with concrete micer considering lead of 50 M with shuttering and scaffolding, placing, compacting, curing etc complete with initial lead of 50 M and lift | 295.48 | Cum | 5,920.9 | ₹17,49,507.53 |
| 6 | 6. Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps inclulding cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc., comlete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering 160.00|etc comlete | 160 | Cum | 12.75 | ₹2,040 |
| 7 | 7. Providing and fixing information board of 1.20 x 0.75 M prepared on 16 gauge M. S. sheet angle iron frame of size 35 x 35 x 3 mm with cross bracing of size 25 x 25 x 3 mm including painting wieth one coat of zinc chromate storing primer and two coats of back ground and back side gray store enameled bonded with red retro reflective sheet Engineering grade, border |/ letters / numeral / arrows coated with non peal able crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50 x 50 x 5 mm of 3.65 M long inflated at bottom drilled on top and painted in white and black bpnds pf 30 cm with four numbers heigh strength of G. I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and |angle ion post in one piece without joints including all taxes |conveying, fixing in ground with cement concrete in M-15 block of size 60 x 60 x 75 cm as directed by Engineer incharge | 1 | Cum | 5,743.35 | ₹5,743.35 |
| 8 | 8. Providing and laying rubble soling below foundation in layers 18.00 including filling with rubble chips, murum etc. complete as | | 18 | Cum | 1,722.1 | ₹30,997.8 |
| 9 | 9-Excavation in soft soil strata for all component of weir and iits appiurtenent works to the required slopes and depositing of the excavated material on nala banks with all leads and lifts etc 1611.36 complete. For Nala deepening Prepafed b | 1,611.36 | Cum | 38.2 | ₹61,553.95 |
| 10 | 10. Providing and fixing HYSD bars for reinforcement including
1.35 cutting, bending, hooking, winding etc comp | 1.35 | Cum | 76,720.9 | ₹1,03,786.5 |
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