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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹16.0 LAccepted-Finance | ₹16.0 L | L-1 | Accepted-Finance Accept |
| 2 | L-2₹16.1 LRejected-Finance | ₹16.1 L | L-2 | Rejected-Finance Reject |
| 3 | L-3₹16.6 LRejected-Finance RA SUYOG COLONY ROAD PANDHARKAWADA TA KELAPUR DIST BEED | PANDHARKAWADA | BEED | MAHARASHTRA | ₹16.6 L | L-3 | Rejected-Finance Reject |
| 4 | L-4₹16.7 LRejected-Finance | ₹16.7 L | L-4 | Rejected-Finance Reject |
| 5 | L-5₹16.9 LRejected-Finance AT GANGAKHED ROAD PALAM DIST PARBHANI | PALAM | PARBHANI | MAHARASHTRA | ₹16.9 L | L-5 | Rejected-Finance Reject |
Tender Value
₹28.4 L
EMD Value
₹28,500
Closing Date
5 Feb 2026, 5:00 pmClosed
EEMIZP
EEMIZP
Construction Of Cement Nalla Bandhara At.Village Mohadari Tq. Kalamb , Dist- Yavatmal
2026_YAVAT_1272620_1
NIT4A2024-25
Open Tender
Civil Works
90 days
Construction Of Cement Nalla Bandhara At.Village
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹28,500
17 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
Excavation in all kinds of soil including boulders up to 0.6 m diameter (0.113 cum) 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 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 all lifts as directed. For Bandhara
Excavation in all kinds of soil including boulders up to 0.6 m diameter (0.113 cum) 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 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 all lifts as directed. For Nalla Deepening
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.
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.
Providing and laying in situ cement concrete of grade M-15 (40MSA) 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 considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m.
Providing and fixing Tor Steel reinforcements bar as per design and drawing including cutting, binding,hooking binding with G.I.Wire as directed with all leads and lifts etc completed.
Providing and fixing sill beam & Vertical Channel ISWB 150 X100 mm,size as per design and drawing inculding one coat of anticorrosive paint with two coat oil paints as directed with all leads and lifts etc completed. A. For Vertical Chanal 150x75
B. For Sill Beam 200x100
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.
Providing earthwork in embankment and for back filling in trenches behind abutment piper and wing etc with pervious/impervious soil and approved quality from excavetd stuff laying in layer 15to23 cm. tk. Including brecking clods watering and copaction.etc completed.
Providing and constructing 230 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.
Providing & fixing road junction / information sign board of size 1.20 m x 0.75 m preapred on 16 guage M S Sheet with angle iron frame of size 35x35x3 mm with cross bracing of size 25x25x3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green / white back ground aand back side gray stove enameeled bonded with red retro reflective sheet Engineering grade border/ letter /numeral / arrows coated with non pealable crystel clear protective trannsperent coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bands of 30 cm with 4 Nos high strength G I Bolt and in one piece without joints including all taxes conveying fixing in ground with cement concrete 1:4:8 block of 60 cmx60cmx 75 cm size as directed by Engineer in charge etc Complete spec No: MORT H 801 I.R.C. \: 67-1977
Add Roylty Charges=90613.00/-
Add G.S.T @18% = 350575.00/-
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