Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC MUMBAI 400023 | MUMBAI | MAHARASHTRA | 400023 | ₹1.4 Cr | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹1.5 CrRejected-Finance 413 512 | LATUR | MAHARASHTRA | 413512 | ₹1.5 Cr | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical S NO 188 SHOP NO 3 SHIVRAJAN SOCIETY SHUKRAWAR PETH PUNE 411002 | PUNE | MAHARASHTRA | 411002 | - | - | Rejected-Technical Disqualified |
Updated dates
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
4 Mar 2026, 11:00 amClosed
AD, Dept. of Archaeology, Nashik
1411, Sarkarwada, Saraf Bazar, Bohor Patti, Nashik 422001
Construction of Retaining wall for Sundernarayan Temple on North Side, Tal Dist. Nashik
2026_TCADM_1278737_1
13 / 2025 - 26
Open Tender
Civil Works
180 days
Nashik
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.4 L
Nashik
23 Apr 2026
16 Feb 2026
5 Mar 2026
16 Feb 2026
4 Mar 2026
16 Feb 2026
20 Feb 2026
Clearing grass and removal of rubbish up to a distance of 50 metres out side the periphery of the area .
Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any.
Cutting down trees including trunks and branches with girths above 60 cm to 90 cm and stacking the materials neatly with all lifts and lead of 1000 m. as directed and earth filling in the depression / pit if any
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 & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means
Providing soiling using 80 mm size trap metal in 15cm. Layer including filling voids with sand/ grit ramming, watering complete.
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
Empty boring for 425 to 500 mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete.Spec :(As directed by Engineer in Charge)
Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement)
Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.with Crushed sand VSI Grade/V.S.I. quality Artificial Sand, complete. (Excluding steel reinforcement)
Providing and laying insitu M-25 cement concrete of trap/ granite/ quartzite/ gneiss metal with15% plum of trap stones for retaining wall sandjetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete.
Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) 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
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) (For back filling behind the retaining wall)
Filling in plinth and floors with approved excavated material in 15 cm. to 20 cm. Layers including watering and compacting etc. complete.
Providing coursed rubble masonry first sort of trap/granite/quartzite/gneiss stones in cement mortar 1:6 in super structure including racking out joints on the inside when plastering is to be done, watering and scaffolding etc. complete.
Providing and Fixing mat finish stain less steel (of 302 grade)railing with top pipe of 50 mm dia. and vertical pipe of 38mm dia at 0.60m c/c or as required and horizontal pipes of 25mm dia in three rows, all pipes of 2mm thick including buffing, fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75mm dia above newel post of 75mm diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use)
Disposing off / conveying the dismantelled materials of stone masonry / brick masonry/ concrete/ debris/ excavated material / soil murrum / rubbish material or vegetation / grass / shrubs etc. from site to 5 Km as directed by Engineer incharge
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.20 MB
BOQ_2200027.xls
BOQ • 0.35 MB
B1Sundarnarayan2026.pdf
Tender Documents • 7.98 MB
Download all tender documents and submit your bid