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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical 38 KOTHI ROAD SHOPING COMPLEX MARKET YARD AHMEDNAGAR AHMEDNAGAR MAHARASHTRA 414001 UDYAM MH 01 0105651 | AHMEDNAGAR | MAHARASHTRA | 414001 | Admitted-Fee/PreQual/Technical |
Tender Value
₹44.0 L
EMD Value
₹44,041
Closing Date
24 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE MI ZP AHILYANAGAR
EE MI ZP AHILYANAGAR
CONSRUCTING TO K.T.WEIR AT SIDHESHWARVADI PANODI GHAT (NAKZARI) TA.PARNER DIST-AHILYANAGAR
2026_AHMED_1339347_1
ZP/MI/WORKS/27025859/2026-27
Open Tender
Civil Works
Percentage
180 days
Ahilyanagar
AS PER NIT
2 documents required · 2 mandatory
₹1,180
₹44,041
28 Sept 2026
17 Sept 2026
28 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 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 | Constructing Mini KT Weir at village Sidheshvarwadi - (Panoli Ghat-Nakzari Odha), Tal : Parner Dist.Ahilyanagar | 1 | ls | - | - |
| 1.01 | Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. | 931.76 | Cum. | 38.18 | ₹35,574.6 |
| 1.02 | Nalla Degradation | 2,420 | Cum. | 30 | ₹72,600 |
| 1.03 | Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material 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 up to 15 m and 6m lift. | 64.28 | Cum. | 49.39 | ₹3,174.79 |
| 1.04 | Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / 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 profile etc., complete with lead up to 15 m and 6m lift. | 95.24 | Cum. | 64.24 | ₹6,118.22 |
| 1.05 | Item No.4:- Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimizing 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 approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with leads as below and all lifts as directed. A) For 15 m Lead. | 95.24 | Cum. | 409.1 | ₹38,962.68 |
| 1.06 | Item No.68 :- 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 as directed. | 2.49 | MT | 56,655.22 | ₹1,41,298.12 |
| 1.07 | Item No.31a :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) | 712.58 | Cum. | 5,734.26 | ₹40,86,118.99 |
| 1.08 | Item No.204 :- Provding and Fixing M. S.sill beam Channel 150 X75 mm. 14.40 Kg/m as per design & drawing including all labours etc. comp. | 0.05 | MT | 51,587.03 | ₹2,579.35 |
| 1.09 | Item No.182 :- Straight Needle K.T. Weir Gate-Manufacturing- Manufacturing with QAP & fabrication of KT weir needle gates - straight type size 2.15 x 0.5M- 94 Kg. weight as per relevant Indian Standards with all material, Mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all materials, Labour charges, machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177. | 0.09 | MT | 1,27,900.34 | ₹11,127.33 |
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